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Home My WebLink AboutzS-3620Setn 0 0 Z In 3 � a J Z O � J Q Z 0 Y G� i II n 0 oz o 3 �z _ W n UW rn SANITARY SEWER NOTES Sanitary Sewer Notes and Specifications �nlx. 9�BlIX. Y. y:/_\ r�1�: 7�: ZiP■ �: z�aJANlC. y7ili1 :� #�ir�[.91�►�irG \hl:�rjl��ru 1. All work and work material shall be in conformance with the standards and specifications of the City of Renton Planning /Building /Public Works Department and the latest edition of the WSDOT /APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right of way shall be per City specifications on weekdays unless otherwise approved in writing by the Planning /Building /Public Works Department. An approved traffic control plan must be obtained prior to beginning any work within public right of way. 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. A pre— construction conference and a 24 hour notice shall be required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractor's responsibility to notify the Public Works inspector 24 hours in advance of backfilling all construction. 5. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 6. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 7. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 8. A copy of these approved plans must be on the job site whenever construction is in progress. 9. 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. 10. 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 some as described. M' 11. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock rn and mechanically compacted unless otherwise approved by the Public Works inspector. Cuts into the existing asphalt shall be neatline cut with saw in a continuous line. A temporary mix patch must be placed immediately ®y' o after backfill and compaction. A permanent hot mix patch shall be placed within 10 days and shall be per City of a Renton current standards. 12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control �9 shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works s° �$ Department. Reference benchmark and elevations are noted on the plans. BETWEEN THE NE SEC. CORNER AND T THE E. 1/4 CORNER OF ' 13. 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. 14. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the standards SECTION 10- 23 -05, PER KING COUNTY S SHORT PLAT NO. L02SO016, and specifications of the City of Renton Planning /Building /Public Works Department and the latest edition of the WSDOT /APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton y Standard Plans & Specifications. This shall include necessary leveling of the trench bottom or the top of the ° OF KING COUNTY, WASHINGTON. C foundation material, as well as placement and compaction of required bedding material, to uniform grade so that CITY OF RENTON CON T L w w 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. ''.. P POINT NO. 1845 03/02/2006 m 15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron DO m FOUND 4" CONC M UMENT 1/2; C I class 50, unless otherwise approved by the Wastewater Utility. a w a 0 m 0 0 IN O "PUBLIC ROADWAY N N.E. SEC. CORNER OF 16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade or SEC. 10 -23 -5 _ must have minimum 2' diameter concrete ring poured at grade. In paved area, cover roust slope in all directions a g 5 to match paving. b I.i SITE BENCH MARK: o! INSPECTION NOTICE `CATCH BASIN Q a Prior to the start of construction activities, telephone: 425-430-7203 R -O -W R x L a minimum of 24 hours in advance of required inspections. 80.03' 5 56816'10 "E - - � � H w < Inspection requests for the following workday must be received no later than 3:00 pm. H 7 7J7 o Upon dialing, you will receive a recorded message asking for your inspection request. At the tone relay your request including the following information: 3 e N NOTE: r m 1. Your PERMIT Number (ie C- 000000) or, in cases of City project, the Project Identification. (Inspections will not be scheduled without proper identification). FOUND NO ENCROACHMENTS a a N N y N � � P PERTAINING TO SUBJECT PROPERTY. Y. � 2. Location of requested inspection. (Street Address, Street Intersection, etc.) 3. Type of inspection requested. (Concrete, earthwork, drainage, sewer, field meeting, etc.) rte' o 4. Name of person to contact and day —time phone number. ADDRESS � � R R Z 5. Approximate time of requested inspection — AM or PM. (Due to a variable workload, inspections cannot be w A ^' n scheduled for specific hours. The only exception is inspections that require the scheduling of special testing LOT A 5501 N NE 10TH ST ^ personnel, observing consultants, or other time — restraining factors approved by the Inspector in advance. o L LOT B 5515 N Inspections will be scheduled in the order received to the limit of available man hours. NOTE: The ONLY ^I o z z L exception to the 24 Hour Minimum scheduling requirement is in cases of bonafide Emergencies. In cases of NE 10TH ST true Emergencies (broken utilities, urgent traffic control problems, etc.), telephone: 425 - 430 -7200 LOT D 5603 N NE 10TH ST and ask to speak to the assigned Inspector (by name if possible). An attempt will be made to contact the 3001' E Inspector or, if that Inspector is unavailable, to assign an Emergency Inspector to handle the problem. Note: E S this procedure is to be used for real Emergencies ONLY. Your failure to adequately schedule your operations to allow for advance requests does not constitute an Emergency!! SBB16'10 "E YOU WILL BE CHARGED FOR THE INSPECTORS TIME IF THE PROBLEM IS NOT AN EMERGENCY! S8816'10"E 7 70.03' o o d 2 Z 70.0 HORIZONTAL CONTROL PLAN SCALE 111= 501 W&I AM N N P z P 9 � Q� J� _ N.E. 90TH STREET S8810TE 661.78' CALC'D — S8816'10"E 431.69' 131.58' 100.04' _ 100.04' 121.65' 32 70.Otl - ,'1 F BUFFER t4 AVERAGIN OT A LINE a OLD LINE wl AREA- °o 1 11,431.03 SQ.Ff. b ° P d: MAI 441 i SF PRIVAT INGRESS, I 45.00' F 0 r$� a AND UTILIT EAS ry o b 58816'12 "E �:`s 121.69' �e. z 4� X10 No 30.00 E EW LINE NEW LINE wv61D OLD LINE m S 1'0 .( o.00' WLB1;1 � G 0 N Q�V U vxex P LOT C �G AREA s63.13D.91 S0. NATIVE GROWTH o PROTECTION EASEMEJ:, o 131.69' S LINE OF N 50 ACRES !!O OF N 1/4 �'tv �P WETLAND NOTES: JaQ 1) THE WETLAND FLAGS AND SOIL LOG PITS SHOWN ON THE MAP PAGE WERE DERIVED BY BERGER/ABAM ENGINEERS, INC. ON FEBRUARY 17,2006. GEODIMENSIONS, INC. LOCATED THESE FLAGS ON MARCH 2, 2006. THE WETLAND FLAGS SHOWN ON THIS MAP ARE MARKED AS FOUND IN FIELD. 1 CONTACTS ENGINEER RAMESH DAVAD P.E. 157 FERNDALE AVE SE RENTON WA 98056 425 572 0175 SURVEYOR FOR SITE WORK TTURE NORTH SURVEYING EILEEN FORESTER 815 S WELLER ST SUITE 200 SEATLE WA 98104 3023 206 332 0800 SITE EROSION CONTROL CONTACT DANIEL BRETZKE 1508 25TH AVE SOUTH SEATTLE, WA 98144 DANIELBRETZKE ®GMAIL.COM 206 720 6146 206 310 2190 SURVEYOR OF RECORD GEODIMENSIONS 6210 FAIRWAY PLACE SE SNOQUALMIE, WA 98065 PHONE 425 458 4488 LINE OLD Lit V6 D' . SEC. 10, T. 23 N., R. 5 E., W.M. BEARING MERIDIAN: 3 3 2 2 A BEARING OF N00'02'42 "E ALONG THE EAST SECTION LINE ' '.. NORTH LINE OF 0 0 j j BETWEEN THE NE SEC. CORNER AND T THE E. 1/4 CORNER OF ' ',. SEC. 10 -23_05 SECTION 10- 23 -05, PER KING COUNTY S SHORT PLAT NO. L02SO016, AS RECORDED IN BOOK 172 OF SURVEYS, PAGE 205, RECORDS y y OF KING COUNTY, WASHINGTON. C CITY OF RENTON CON T L w w ''.. P POINT NO. 1845 03/02/2006 m m FOUND 4" CONC M UMENT 1/2; C I n a a w IN O "PUBLIC ROADWAY N N.E. SEC. CORNER OF SEC. 10 -23 -5 _ _ b I.i SITE BENCH MARK: sQ `CATCH BASIN Q Q, R -O -W R x L 80.03' 5 56816'10 "E - - � � H P LOT C �G AREA s63.13D.91 S0. NATIVE GROWTH o PROTECTION EASEMEJ:, o 131.69' S LINE OF N 50 ACRES !!O OF N 1/4 �'tv �P WETLAND NOTES: JaQ 1) THE WETLAND FLAGS AND SOIL LOG PITS SHOWN ON THE MAP PAGE WERE DERIVED BY BERGER/ABAM ENGINEERS, INC. ON FEBRUARY 17,2006. GEODIMENSIONS, INC. LOCATED THESE FLAGS ON MARCH 2, 2006. THE WETLAND FLAGS SHOWN ON THIS MAP ARE MARKED AS FOUND IN FIELD. 1 CONTACTS ENGINEER RAMESH DAVAD P.E. 157 FERNDALE AVE SE RENTON WA 98056 425 572 0175 SURVEYOR FOR SITE WORK TTURE NORTH SURVEYING EILEEN FORESTER 815 S WELLER ST SUITE 200 SEATLE WA 98104 3023 206 332 0800 SITE EROSION CONTROL CONTACT DANIEL BRETZKE 1508 25TH AVE SOUTH SEATTLE, WA 98144 DANIELBRETZKE ®GMAIL.COM 206 720 6146 206 310 2190 SURVEYOR OF RECORD GEODIMENSIONS 6210 FAIRWAY PLACE SE SNOQUALMIE, WA 98065 PHONE 425 458 4488 LINE OLD Lit V6 D' . SEC. 10, T. 23 N., R. 5 E., W.M. BEARING MERIDIAN: 3 3 2 2 A BEARING OF N00'02'42 "E ALONG THE EAST SECTION LINE ' '.. NORTH LINE OF 0 0 j j BETWEEN THE NE SEC. CORNER AND T THE E. 1/4 CORNER OF ' ',. SEC. 10 -23_05 SECTION 10- 23 -05, PER KING COUNTY S SHORT PLAT NO. L02SO016, AS RECORDED IN BOOK 172 OF SURVEYS, PAGE 205, RECORDS y y OF KING COUNTY, WASHINGTON. C CITY OF RENTON CON T L w w ''.. P POINT NO. 1845 03/02/2006 m m FOUND 4" CONC M UMENT 1/2; C I n a a w IN O "PUBLIC ROADWAY N N.E. SEC. CORNER OF SEC. 10 -23 -5 _ _ b I.i SITE BENCH MARK: sQ `CATCH BASIN Q Q, R -O -W R x L 80.03' 5 56816'10 "E - - � � H H 7 7J7 3 e N NOTE: ° F FOUND NO ENCROACHMENTS a a N N y N � � P PERTAINING TO SUBJECT PROPERTY. Y. � � rte' o o ADDRESS � � R R w A ^' n n LOT A 5501 N NE 10TH ST ^ o L LOT B 5515 N NE 10TH ST ^ ^I o z z L LOT C 5521 N NE 10TH ST °z L LOT D 5603 N NE 10TH ST 3001' E E S SBB16'10 "E S8816'10"E 7 70.03' o o 70.03' 2 2 70.0 ' C CITY OF RENTON BENCH MARK N0. RENT21 1 1 140.03' B 1 O 11 NEW LINE F FOUND 2" OlA. CONC 1 MONUMENT W11H COPPER PIN DOWN 1.6' IN CASE ELEV. ON TACK - 512.02' E. 114 CORNER o O OF SEC. 10 -23 -5 w w � CITY OF RENTON CONTROL 10< P POINT NO. 1852 ¢T 1 12 M gN 1 1,1 1 W n .INE W n PPS � MA C 100.04' J" 100.04' 0'02 "E 361.78' - -� - SBB'20'02'E 501.84' xtaD WT6B W1BA SB620'02 "E 170.07' CITY OF RENTON LUA -05- 108 -LLA 70.00' VERTICAL DATUM:(wsITED 03 -02 -2006) CITY OF RENTON BENCH MARK NO. RENT2101 (NAVO 1988) SEE MAP FOR DETAILED INFORMATION" ELEVATION ON COPPER PIN = 512.02' REFERENCES USED: CITY OF RENTON LUA -05- 108 -LLA, V197, PAGE 067, KC RECORDS KING COUNTY BLA NO. L02S0016, V 175, PAGES 205 AND 206, KC RECORDS RECORD OF SURVEY, V. 152, PAGE 83, KC RECORDS. SURVEY NOTES: VERTICAL CONTROL: DATUM: NAVD 88 BENCHMARK: CITY OF RENTON BENCH MARK N0, RENT2101 FOUND 2" DIA. CONC MONUMENT WITH COPPER PIN DOWN 1.6' IN CASE ELEVA. ON TACK = 512.02' E. 1/4 CORNER OF SEC. 10 -23 -5 HORIZONTAL CONTROL: BEARING MERIDIAN; A BEARING OF N ODD 02' 42" E ALONG THE EAST SECTION LINE BETWEEN THE NE SEC. CORNER AND THE EJ /4 OF SECTIN 10- 23 -05. PER KING COUNTY SHORT PLAT L02SO016, AS RECORDED IN BOOK 172 OF SURVEYS, PAGE 205, RECORDS OF KING COUNTY, WASHINGTON LEGAL DESCRIPTION LOT C RENTON LOT LINE ADJUSTMENT LUA 06- 088 —LLA RECORDED 200222900002 VOL/ PAGE 144, PARCEL 1023059358 ADDRESS 5521 NE 10TH ST CALL BEFORE YOU DIG 1 -500 424 5555 EXISTING UTILITY NOTE: VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES (WHETHER OR NOT SHOWN) IN POTENTIAL CONFLICT W/ PROPOSED CONSTRUCTION PRIOR TO ANY WORK. SHEET INDEX 1. HORIZONTAL AND VERTICAL CONTROL, SANITARY SEWER NOTES. 2. EASEMENT ROAD IMPROVEMENT PLAN 3, GRADING AND EROSION CONTROL PLAN 4. SANITARY SEWER PLAN 5. SANITARY SEWER PROFILE AND NOTES orj1, oQ < < < w, a a a 00 000 Z� wa 0Q O wO Of w M m m LL1 a V) u�i W N 1.0 0 Q ON t0 N Q N L C C." LA C E W C4 LA U. Ln r4 SHEET: 1 OF: 5 LL1 a V) u�i W N 1.0 0 Q ON t0 N Q N L C C." LA C E W C4 LA U. Ln r4 SHEET: 1 OF: 5 SHEET: 1 OF: 5 0 O M z G V wQ 0 LL z s 00 3 W a' C m a �s a w N N n 5 c A TE 424.07 IE 420.27(E) v fE =42d 32(W) 6 8' W SSMH 28 STA 13 +23, 5RT ON S32 RIM=424. 3 1EDGEWOOD LANE: 13 +23 IM =42 IE =411.5 BRETZKE 6 + 63.60 If Rry�• ASPHALT`` DAD 1\ \ \ 1 "V \ \ \ ' 3S " 9 U 1STING g 5' SIDEWALK STM R� R_o_ y CV. 415.2'1 e \A NN LEV. 415.3' \ \ �'D+;r \ \ \ WLB5 \ g • �l 415.3'' %B2 \ '�' \ \ \ ELE . 416.0' ELEV. 41 2' \ ; \36" \ \ \ -WLB6 \ N \ m R CONTRACTOR TO WLB6 STAKE AND LAG ELEV. 41 .04 i AG WETLAND BU w II EDGE PRIOR TO 1 CONSTRUCTIIN WLBS o ELEV. 415.E D_ I 0 Oz LJ I 0 0 z LLI LiJ -- OLLIUC� -- 0zQQ O cn i-- N M I 1 1 \� \ yBUVFE'R Rry `nN \AVER\AGNG n \ \YP i E1 /z, SEC. 10, T. 23 N., R. 5 E., W.M. INSTALL 2' ASPHALT COLLAR LO g 4u AROUND SSMH 1 N \ ♦ ` ( c OF` HP, s UY .1 g ry '. O O A y� Itq ccj}. —' -�H " -472 �` ?`s• R R R iJ R 1.10th S PUBLI�nROADWAY' °e \I 1 0 ' M1 s \ „„ \ \. RHO.. oHF — off \. .,n �Z \ "-470.. --__ p --OH —468— o -- --- - -a7o- 1 a7 Seais o E " f60 91 cAdC'o .. \ \ '' \ N Q ( m, \ \:.. ag. R - g $S \ --.- =- ',,.... I I .:.� \ \ .\� A. .I « . \.. i:p6g 6g' OX e° EDGE OF ASPHALT O W 0 .. r _ . I \ 1 '• !. R _ I Rti? LOCATION' R o� r R6 w w • q• SEWER. CINE 97007•'CALCD 0" O \ \ R 2 +001 Ssoo e ro SS Sao E—e a.� 3's &„ — B,. — \ \ $ \ R \ g4 `nr RR \ \ \^ • "\ \4 +00 s R ^&. rR g R`A/ O0 • g �. DG F SPH L \ \ \ y \ \ \ R1 \ N R \ \ \ \ \ 1 • Rg R`O^ R6° D CCESSN O .° q g 1 R `so ` / .g i 6 SITE BENCH MARK:ov R6 ?p S88D16'1 R 331.65' ° \ s \ ry N 438 \ •ry \\ \ \ \\ \ \ \ ea° \ n \Ru ��n \n I\OT A \ MID \ h° N � � � �n \ 70.00' a \ \\ \ 0 ry\ ` \ 14" • R° a \\ , 434 \ 5• \\ \\ Tp \ \�JOP OF OPE \ e `3's\ \ g vim° \RS R \4. I\ \Fad \ \\T \\ RR`s Cl, 4 -36' - TOE OF SLOPE v i` \ \ \ \ ,e'e \ r \ N \ n' \ o �o RRS�R^ R BR�TZK \ \\ \\ r . ^.: a> �. \\ \\ \ \\ 1 a s` \ IN \ \\ °° Rg� e 3'O\ LOT 2 \ \ '.0'1 O \ \ R \ \ w \ I:o.l.. Rs ° 16, l5 e i 60 F c< 891 BRETZK ° \ RR�`o" cb"\ \ g \ \ \ LOTb \ELEV. 416.6; 20 \ \ wo \ \ WLBB 4,1 !, \ \ �F35.5 \ \ m ,�ys /i s ?, ( g \ Q \ N Red 4151 413' ELEw46 V .11 \ ^ N \ \ \ �+ \ \ y 'Ra "' — \ n'3' ry°'o � \ \ \R •\ I �R7 --¢ �--J \ \I\ ge pl \ tiR I \\ \\�Q R "'� \ NI \ \ 438 ELEV84105.6' \\ \\ \\ \\ \� \\ V\ ° L— .,76+c �C -- °� -g•-I \S' \ ` \ \\ \.� 0 \ \ \ \ > \ \ R \ \\ \ °\ \Rge 4 10' CITY OF ATON \\ \ \ ° �^ \ �_ \ �� 7 00_ 36 n\ \\ 1-, g p� \ °R \\ ^ \\ 410 \ \\ SEWER IP�T \ \ \ \ \\ \ ` \� \\ \\ Rp\ \� "� \ ` R \\; °\ `RS 15 CITY* 'REN'TON SE R AND'4PPES It R g 5.0' 5.0' WLB17 RR Rte. ELEV. 415.3 \ \ \\ \\ \\ \� a:\ 435.5 \435.5\ ` . :. +�.. \ \^ Ate. \\6�\ -P\� \�\ + `tlZ i \\ \ \\ \ \q•° \ \ \R \ 4 442 \\R \ °"q� gq \ \ \\ 436. WLB \ \\ \nN \ 8\ e \\ �T \ \ °� °\ \ g'�• \ o, R2.1 ELEV 418.4'\ \ \ x'\ \\ \hry5 Rap �'h^ ^° �a37`\ , - -- - R- - TZKE g OT 4 Ra s \ .� LOT 3 i WLB Sp I: ELEV. 421. \\ \�,�\ ° —4 "MIN TYPE 2 AGGREGATE, COMPACTED DEPTH SEWER EASEMENT ACCESS IMPROVEMENTS Z NTS sThese improvements to be installed over the 15' wide sewer and access easements as shown on plan. _I �Z \ \ \ \ R - n �O ERR ♦ R3R 3210- -432 F \ w e �b �\ \\ \ • O /h3� \ p Rg° \ \ \ R ?R \ 'n \ I I 1�F- \ \ \R26,\ "428 ELEV. 421.0' �Z7 \ X424 N V ELEV. ry B423.6, 2— E� 424 \ \ \ R'Y� \\ R — — — '70.03' S6820'02 "E 331.77' R -4 \� — s8820'02"E 661.90' LP. ff 1023059390 vLaC ELEI SPECIAL NOTES: ACCESS TO SEWER MAN HOLES MH2, MI-13, AND MI-14 VIA ACCESS EASEMENT. CATCH BASIN n 2' +00RIM ELEV= 469.24' �1 e" 1 4 • H ti W J 0 J LJ M LJ z J Y Q LJ M �7 1 42761 I EXPIRES, 02/07/ 1 51 w q � W M N 0. _U o D_ z LJ z 7"1 M O SS 8' u\i N M 0 +00 > Q Ln W J W z & .8 Y z _J (E(QQ Ce W N Q � n LJ H rl M ^ �7 1 42761 I EXPIRES, 02/07/ 1 51 SEWER ACCESS PLAN (SHEET: 2 OF: G' w 0. a) Ln CO 7"1 M N Q O N Ln E r- & .8 r (E(QQ Ce GC � rl SEWER ACCESS PLAN (SHEET: 2 OF: G' 0 O Z Z a E J 1 • ?�Z U.1 0 W � Nw a 0 LL z y 00 F- �W a rn c 9 rn c a N ' aie�e a I Z O N W tr d Z I PID: 1023059382 I [SSMH 28 I STA 13 +23, 5'RT ON PROJECT# S327kDGEWOOD LANE: 13 +23 RIM =424.3 W IE =411.5 BRETZKE 6 + 63.60 H .CB d5 R_a -W TE =424.67 >'. N IE 420.27(E) v 1E= 420.32(W) d'L� ASPHALTIROAD,' \ d!11■�//��y�'"y��1.�'i} { .1. V UBLI�ROADWAY "v �"X S88'1610" I' 1 33 E 60 91' 0 =W C�L i. .. - B„ -"''l SS `-61-08„ N. �.. CAdC'D EXISTING 5' SIDEWALK SjM d`Ty,� \ \\ \\ dry9 p\ \ \ �\ d� ^• \ _R_O_W / CJ/Tc.2 -'C\ \NO N`\ -V\ \\ \ IV 6 '�N S88D76'i(� _ .� 438 �.LEV. 415.3' \ ELEV. B115s' \&132 WILE \ > 'RV36 \ \ \ I\p'y A \\ EL V 416.0' ELEV 47 2' \ y, \36" \ \ \ \ \ 436 \ N \\ \N \p \ \ 434 \ 5' IIIIWIL CONTRACTOR TO wLB6 m STAKE AND LAG ELEV. 41 .di WETLAND BU i ER w 1, EDGE PRIOR iTO 1 CONSTRUCTIIN \ WLB6 ELEV. 415.8 111 at 1i I � 0 oz W I 0 a- 0 �LiF W �G CD W L)U - -- �zQQ LLJ Q 0- IL a I Z O N W tr d Z I PID: 1023059382 I [SSMH 28 I STA 13 +23, 5'RT ON PROJECT# S327kDGEWOOD LANE: 13 +23 RIM =424.3 W IE =411.5 BRETZKE 6 + 63.60 H .CB d5 R_a -W TE =424.67 >'. N IE 420.27(E) v 1E= 420.32(W) d'L� ASPHALTIROAD,' \ d!11■�//��y�'"y��1.�'i} { .1. V UBLI�ROADWAY "v �"X S88'1610" I' 1 33 E 60 91' 0 =W C�L i. .. - B„ -"''l SS `-61-08„ N. �.. CAdC'D EXISTING 5' SIDEWALK SjM d`Ty,� \ \\ \\ dry9 p\ \ \ �\ d� ^• \ _R_O_W / CJ/Tc.2 -'C\ \NO N`\ -V\ \\ \ IV 6 '�N S88D76'i(� _ .� 438 �.LEV. 415.3' \ ELEV. B115s' \&132 WILE \ > 'RV36 \ \ \ I\p'y A \\ EL V 416.0' ELEV 47 2' \ y, \36" \ \ \ \ \ 436 \ N \\ \N \p \ \ 434 \ 5' IIIIWIL CONTRACTOR TO wLB6 m STAKE AND LAG ELEV. 41 .di WETLAND BU i ER w 1, EDGE PRIOR iTO 1 CONSTRUCTIIN \ WLB6 ELEV. 415.8 at 1i I � 0 oz W I 0 a- 0 �LiF W �G CD W L)U - -- �zQQ LLJ Q 0- IL • 1 ,B UTr FE'R dry %,A AVE`RAGI'NG \ \ \ 1 N� \ \ \ELEV. 416JI \ WLB8 \ \ m 415 t 41Z t 1 \ \ > \435.5 415 \\ \ \ n\ \ \ \- \ m ELEV. \$^ N \ \ \ WLB10 \ \ V ELEV. 415.6' \ \ \ \ > a \ CITY OF TON\ \ \ SEWER f IT - \ \ \ \ E1 /2, SEC. 10, T. 3 ., R. 5 E., W.M. PID: 1023059370 INSTALL 29 ASPHALT COLLAR AROUND SSMH 1 N \ I ddy I' : 1 •� I .r'ky ^.' I'u .. A s HP s s L • ado $P \� +DO/ o\ d,• \d' \\ yf� `Fgs\ dd \\ \ \\ \ h�!° \ \4st00 •�\ � \ S 'd • •' d'h °�\ d \\ 1\ \\ dd ^• \\ \g`r° Asa d \\ \ \'`rs \\ \ 337.65' \ \ � \ \ • \ � Ry \ \ .`ti \ \ \ \ \ \\ \\ d6d\ \ •d v -�- O 70.00'\ \ \ \�O.q�7•`L \ \ \ 15 � Q • H �^ -� ^/-472?` ^ryd ^`V o d.V^ d10 d1 °/� �°� "\ d -470 d Al0� -. -0H \ - - -- \ -468 d�0 46 • 'OF d • EDGE OF ASPHALT LOCATION db° W dye SEWER. CME `CALL' $y8�0 Ems' .nn oo SS B. •^ ,a, SS B $S' B" SS • Ort • ^ .. ° DG F SPH L7. .UI' '.• d0� 'G°'\ 0 D:W APRON o cc ASS d °e i SITE BENCH MARK: oq de r•( o, y CATCH BASIN o O O CONIC dy P2 +00RIM ELEV= 469.24' d / I U o - S88'6'f0"E M690 "E - 100.04' �- S88 70.03' i s\ \\ \\ JOP OF S OPE m\ Asp N\ ,y xSy\ \ \R 1WQ A X 01 y\ \ \\ ss\ \\ \\ .,¢ \�, d`0g Erosion Control Notes d \ \ \ �5 /Idy9• LOT B \do¢o \'I. 1. These notes shall appear for all projects - site improvements, surface water 60 \ \ -4 G utility, wastewater utility, water utility, and transportation plans: 0 \ \ \ \ \ " rs .. o. 4 897 \� \ \ \ \ 3s d \ �, 2. Before any construction or development activity occurs, apre- construction / s \ TOE OF SLOPE ddo \ \\ \ \ \ \010 \ \ \ \ N \ . 6? meeting must be held with the City of Renton, public works design engineer. 3. The Boundaries of the clearing limits and areas of vegetation preservation as BRETZK s \ o IN P rescribed on the plan(s) shall be clearly flogged by survey tape or fencing in the 2 o x o field prior to construction in accordance with Appendix D of the Surface Water Design Manual and observed during construction. During the construction period, no \ \ \ dN ' w N \ \ 1dd!ry�, RReP N • a \ \ y \ \ A 0 °� \ disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant /ESC supervisor for the duration of construction. ° D BRETZK \ h \\ \� iv N LO 's' RRd'•\ z d RBA � \ \\ \\ sd' 11 R \ o o '9.pQps�.. dd \ \ \ \ \ \ \ ''.1:4' °; 4. Stabilized construction entrances shall be installed at the beginning of construction \ A� �w '��• \ RRO Fi Fy`�sF�s r \\ °\ \\ \ ti' • ^\ and maintained for the duration of the project. Additional measures, such as \ m d I ( o•<"o -�s2 sz o \ As '+ bro I \;� constructed wheel wash systems or wash pads, may be required to ensure that ail \ I �� 9s o,'o \ \ N d`O paved areas are kept clean and track out to road right of way does not occur for 1 "' s ddb 1 \ \ As the duration of the project. O \ \\ y`'RS \\ 5. All required sedimentation /erosion control facilities must be constructed and in \ R\ -Z y\ y \\ •d \\ \\ d \ \ \ \ •' 4 operation prior to land clearing and /or construction to prevent transportation of sediment to surface water, drainage systems and adjacent properties. All erosion \ \ \ yti�d \ \A \ °sp and sediment facilities shall be maintained in a satisfactory condition until such time v 438 \\ \\ t \ \ \ \ \ \ Rss that clearing and /or construction is complete and potential for on -site erosion has \\ �,,� 2 I\ y% passed. The implementation, maintenance, replacement and additions to \ d 436 \\ \ \\ \ 4 ¢.38 -OKI A� \\ \\ \ \\ \ ^: '�I�. \I,.'i \" erosion /sedimentation control systems shall be the responsibility of the permitee. 00 7n.00_ A\ \\\ ep° \\4¢ \` \\ \\ \ / - 4 6 \\ 6. The erosion and sedimentation control systems depicted on this drawing are \ter intended to be minimum requirements to meet anticipated site conditions. As \ \ \ \ \ \ \ \A \ n ^ ,\\ \�R3a \d \ °ERR \RRR\ construction progresses and unexpected or seasonal conditions dictate, the permitee \ \ \ > N \ \ \ \ 70 .= °\: y °. �\ shall anticipate that more erosion and sedimentation control facilities will be \ Np N \ A \ ° '�\.., Rp' 7- necessary -1.n �\ °`r� - necessary to ensure complete siltation control on the proposed site. During the \ \ \ wp 15 CITY' F REN'TON SEWER AND CES A iEN \ \� d� : \. WLB11 \ .. _course of construction, it shall be the obligation and responsibility of the to \ > \ \ \ \ \ �C9 \ s; address an new conditions that may be created b the activities and to Provide 'EV. 415.3' \ \ N \ :. 35. - \�- .\ .. 4�' .\. \ Y Y Y P \ \ \ \. N \435.5 \ ,^.. '\ ^�.. \ra'..� . �\ additional facilities, over and above minimum requirements, as may be needed, to \ \ \ \ > \ \ w - - ��. protect adjacent properties and water quality of the receiving drainage system. JOINTS IN FILTER FABRIC SHALL IN SPLICED \ \ \ N� \ ^ \ s \�� AT POSTS. USE STAPLES, WIRE RINGS, OR \ \ \ \ \ + EQUIVALENT TO ATTACH FABRIC TO POSTS. 2 "x2" BY 14 Ga. WIRE OR �� \ \\ \ \\ \ \ \\ O \ ¢42\ R \ °, �\ \ \- 7, Approval of this plan is for erosion /sedimentation control only. It does not EQUIVALENT, IF STANDARD ^ \ \ \ d^ constitute an approval of storm drainage design, Size nor location of pipes, STRENGTH FABRIC USED \ \\ \ \ d \ OSIO \� �\ \ \\ \ \ \, restrictors, channels, or retention facilities. \ A \ \ C TROL - -- \ FILTER FABRIC \\ \ \\ \Aas \ \FENCING R3a 4ti \\ \ d6 \ \ Q -`� 8. Any areas of exposed soils, including roadway embankments, that will not be \ \ \\ \\ \ ,JNSRA'LkED \ \\ \ �6 \ N disturbed for two days during the wet season October 1st through March 30th or z NS R3 m --- R Y 9 ( 9 ) 'I_B \ \\ \ A ?A \\ %'�I'I�A C�it�R ^ o � \� -4s2`` R\ \\ d,SA \ \ °�� R'seven days during the dry season (April 1st through September 30) shall be N 18.0 \ \ \ \ \ DETAI0 sO\ py y` \ \ immediately stabilized with the approved ESC cover methods (e.g., seeding, d mulching, plastic covering, etc.). \ \ d 0 \ m TZKE d \ \ a 9. Wet season seasonal erosion and sediment control requirements apply to all OT 4 ^ �R BRETZKE\ \ LOT 3 \ construction sites clearing between October 1 and March 30 inclusive, unless 6' MAX. MINIMUM 4 "x4" TRENCH otherwise approved by the City through an adjustment process. BACKFILL TRENCH WITH \Y` BA \ \ NATIVE SOIL OR 3/4 " -1.5' \ \ A`'? \\ \\ \\ \\ �32g Sp \\ dam' \\ 10. Cover measures will be applied in conformance with Appendix D of the Surface POST SPACING MAY BE INCREASED WASHED GRAVEL WLB \\ \ \ \ 4_,,..- -430 \ \ \\ \�Z: Water Design Manual. TO 8' IF WIRE BACKING IS USED ELEV 427. '\ \ \\ '.\ \ d-y° \ po \�R d'y`ti : R,J 2 "x4" WOOD POSTS, STEEL FENCE \ \\ \ \ \\ °z 3 ?�.- 432'tc'y�\ w 11. Any area needing ESC measures, not requiring immediate attention, shall be NOTE: FILTER FABRIC FENCES SHALL BE POSTS, REBAR, OR EQUIVALENT \ \ \\ p's� \ \ d`ti \ a addressed Within Seven (7) days. INSTALLED ALONG CONTOUR WHENEVER POSSIBLE \ \ \ \ ° 012. The ESC facilities on inactive sites shall be inspected and maintained a minimum z of once a month or within 24 hours following a storm event. \ SILT FENCE MAINTENANCE STANDARDS: \ \ \\ d \\ d 413. At no time shall more than one (1) foot of sediment be allowed- to accumulate � \ ` P \ � „ \ L \ \ within a catch basin. All catch basins and conveyance lines shall be cleaned prior to 7. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. \ \\ �R\ `R2s \`R paving. The cleaning operation shall not flush sediment -laden water into the 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO \ \R \\ \ - ?g\\ `� �\ downstream system. A SEDIMENT TRAP OR POND. - \ \\ \� \`. X14. During the time period of October 1 st through March 30th, all project distributed 3. A IS IMPORTANT F CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING IF T ACTING \ \ AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOW PARALLEL TO THE FENCE. IF THIS F ° ?s '428 /�\ soil areas greater, that are t0 be left un- worked for more than 12 hours, shall be OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. ELEV. 421.0' \�\ `�4 ?� \\ 428 A %gdti^ \\ covered by mulch, sodding Or plastic covering. 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6 INCHES HIGH. EL B� 2- WL �\ , e5 \ dry0 ELEV. 423.6' ELEV A24. \\ dn' \ 15. Any permanent retention /detention facility used as a temporary settling basin 5. R THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE �l \ \ � shall be modified With the necessary erosion control measures and shall provide REPLACED. R �s� adequate storage capacity. If the permanent facility is to function ultimately . as an \� \\ infiltration system, the temporary facility must be rough graded so that the bottom \ 43g\7 Viand sides are at least three feet above the final grade of the permanent facility. F SILT ENCE - -- -- -- -- -- -- 100.04' - \ \ �o.°a" s882o'oz "E 331.77• -�16. Prior to the beginning of the wet season (Oct. 1), all disturbed areas shall be NTS '........ % reviewed to identify which ones can be seeded in preparation for the winter rains. ',. �,,,,.,,,•,,,•.� __, R -4 Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the City of Renton for review. O N W W V) CL 4) Ma M _(D (0 L Ln ri SHEET: 3 OF: �I U 1i ► � 0 • 1 i .. W W V) CL 4) Ma M _(D (0 L Ln ri SHEET: 3 OF: �I U ILO0 Z Uj a W Y, Q Z co a L� z y 00 0 U U � m 0 DO m c .E a a a N II v B .. o N I PID: 1023059382 \ + [SSMH 28 + STA 13 +23, 5'RT ON PROJECTS 5327 3: RIM =424.3 W 8.EDGEWOOD LANE: 13 +23 O -O -W 1E =4115 BRETZKE 6 + 63.60 J � H m1. TE 424.07 N ,IE 420:27(E) W °' IE=420.32 {W) ary� -HALT ROAD Oth z SYPUE ry^ .:. ....dry r.,. 7: •'!'.. \. \ . \\. � . 1 . \ ': U W C_. �f:1 •g� Q, 'u1` .5886'10 "E: ¢6091 -. Q N� ST'. EXISTING 5' SIDEWALK j - -_- O R_O-W N! 415.'2 �'°C `,o \ "o \_ \ \ \ •� `d 7! - �,.LEV. 415 3' \ \ �rOi• \ \ \ - a' WLB \ '�t• \ \ \ t\OT A \\ ELEV. 415.9' WLB2 WI-135 \ N ELEV 41 2'\ m \36,. \ \ \ + \ \ \ 434 EXST. d W I �WL86 i1 A N\ •' \ aEAN '01 SSMH #1 NEW SADDLE MN 48" I i '�/ ,C W.M. BRETZKE 05 +35, 0.5' LT E72y $ 5 EC.10, T. 23 N., R. E., M INSTALL ON EXISTING SEWER LINE VERIFY LINE AND INVERTS PID: 1023059370 IE= 428.10 E INSTALL 2a ASPHALT COLLAR SEWER PLAN IE= 428.00 W � IE =42 10 S AROUND SSMH 1 . R -°- 1 „yl .. ` l : I I : � - - ♦� ,0 D Hp m UY b ry O O a dA d� d� o-6 'ems 'IRDA WAl"'c I . f - 1. �0 ry . ` \ d d H / \\ � Q �' � ` � ' '_ o-e \' . S �� \ - -470- _ �------- ----__ _-° p C alb - X470_ -_ - - __- _470- --. -/� t CASCD - i ... \ \ . \ \. .\ ssF, \4 rn \' \{. Dr. -' 15 y ^ � OX 9 EDGE OF ASPHALT 9 W 00 i�G � '• .. .-+ - 0 . :. / ' SEWER. LINE .: 17007'•`CALC \,5 +00/ �° ss B - ss s o E \4 +00 ^ ISS -T A Ss B ss' B'` \ Q , F� d^ �d \rid °� ♦ \\ \♦ isdh•s \\ .sa n° \ c'�j, d I 'y¢. y 7 QU°6 ... • O(�0 • ^ ..0' D .. F SPH LT. ' d \ 1 0, •�` \ F,T d`\ \ \ d5 \ d ' a°/ I' .• d °� '&°6� O° D: W.APRON• o \ N \ \ b d CCESS ° dti ° \ \ \, \ ,r ♦ F \ _�bA / ^ e� SITE BENCH MARK'o� S88D76Ya d� 331.65' 1 ° � \ °♦ \ \ `ss \ \ •`Y \ I � .� � 0 h d. A CATCH BASIN o 438 Y ° \ \ \ \ \ a 4 d° q A CONC RIM ELEV.= 469.24' _ F r \ \ \ ° \ d v b0 de rib 2 +00 \ ♦\ \\ p_W \Frn° \ �• - \ • o a S88'16'10 "E 100.04' 0 S88C6'10 "E 70.03' R -O -W 436 1 0 \gam din° N\ v $ \\ 70.00' ♦F \ \\ \O.Q( ry \\ ¢ \ \ 4" • : dO - - - \ 5• e\ \ \ \ \ \ 6TOP OF S OPE $\ ; is`o `'\ FSF\ \ e,g s�� N\ °\ e6� \ ° Notes M1h (\ \ I \ \\, dRy\\• \ \T \\ ° \\ \\ dh`�• \ \\ \SS \\ 1. SEWER EASEMENT ACROSS LOT B IS 10' FEET IN ' IZ O� TO °i 1 � LOT B * \ \ 2. SEWER EASEMENT AND ACCESS EASEMENT ACROSS h \ \ \ F \ S m \ \ ' \:.1 WLB6 I I 1 \ \ \ °i l °' ` `F ; ggs\ e\ \♦ 0 gS2 ° " ♦ °p�' \ A. LOT C IS 15' IN WIDTH. 0 Q LAG ELEV 41 .0 2 <5 \ mo� o \ \ - -I- - - - - - - - - - - \ �g ti z \ �° 4 4 3. HARD DRIVING SURFACE OF GRAVEL TO BE PLACED 2 r I °UUIf EEK dry 6,. �S - \ O w , \- \ \ - I c F \5 +94.0 E4c Toe OF SLOPE OVER EXISTING ACCESS EASEMENT AND OVER 15' WIDE W U FER ° \ / 6" S der \ \ . ACCESS EASEMENT ACROSS LOT C. \ R� o I d y \\ \ \ \.... \ ...X '. d°' O TO WVE` AG1'NG d \ 0e 5 +96.0.5' LT F, F, ` •ry o \ \ \ \ J Yu \ `, \ \ 42'd6q cn IE428.40\ \ °� \ \FFS\ \ BR�TZK \ \ \ \� l4 2 EXISTING TOPOGRAPHY NOTE: m 0 +0 \ \YP \ as \ Nly \ \ \ \ o ° d F �I \ \ \ \ .;. e> I I Q 1\f WI-136 \ FaO ♦\ \\ \\ s^ \ ° I° \ \ \d° gal so LOY 2 \ \ \ Q:1 ° ELEV. 415.8' ♦ d \ \ �w FF 44y� \ \ o. gs \ \ \ g, \ pro\ \ \ d $� 1 0 de VERIFY EXISTING TOPOGRAPHY IN AREA OF Z = a15 \\ \ \\ drt \\ dry 1' \ \\ \\ b� w y�O \ \\ �kR N \1 \'9 N\ \ y:� \\ \\ PROPOSED CONSTRUCTION PRIOR TO ANY WORK. J BROTHK \gry\ g�q d� dn0 \\ \ \ '�0 1 l.... \. g \ Y NOTIFY ENGINEER IF CONFLICTS ARE IDENTIFIED. o o y o� sF d \ _ \ `\ \ `\ 4 '\ I EXISTING UTILITY NOTE: W \\ \ ~i O N \ b 0 0 .� PF O� \ x• z ELEV. 416.8: \ \ \ 1 N N u �• \ z FFO,'F S\'TG�yO \ \ o \♦ \ ry. • ^ \\ 0_ W WLBS \ \ i \, ` \ m 0"5 I O'�"p ��Fi `ss > o \ \ '+ .. m 418 1 417, I i \ \ 'F35'. 5 \ 8.97E ?i \ > \ \ (♦j I d� W CD \ N \ I v3rs s oq , \ VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES O 415 \ \\ \\ r \ \ I (d^� (WHETHER OR NOT SHOWN) IN POTENTIAL CONFLICT W/ W W F \ �F �0 6 IDE SEWErk2 \F \ \ \' \ <g\ 1 \ \ \( o 1 \ \ \ PROPOSED CONSTRUCTION PRIOR TO ANY WORK. W \ -\ m- Q \\ \_ I \o E 6" S V r Z Q ELEVw486' \ ^ N \ <1\ y -° -11 y ° 2�b� \ \ �QE SEWER i\ \ \\ \': 4 Sanitary Sewer Notes and Spedflcatlons LLI Q W m a� N \ \ \ �---s gti - -J \ \ 1 \ .d 1 8 +22 \ d \ J \ \ \ rn\ rye \ d I d^D - - -- \ d\ a 'LT o J n ti v \ \ d \ \ \ \ >1 \ ® D \\ 1 \\ d iE= 4iF\ )3 LT,PPEb 1 FOO \ \by \d THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WAS7T4yATP�2 UTIlJN. \ I 1Ek430.20_ �F \ a SSMH #2 \ \\ 438 \ \\ 2% - \�- gs \ \ \ \ m L \g e \ ...� 1. AO work and malt material shill he in mnfomrana with the standards rd epedflmtlore of the City of Penton MH TYPE B 54' wLB10 \ V �' L _ \ ° \ _ 2 \ \ 3 ° \\ '''�\ t -\d� --t -�. ,� \ ♦Fm ♦\ \\ I .I. �y0 Plennp end modem by Ure City d Room In do Renton Standard Plans &SAM 6 +47.32 112.16 LT ELEV. 415.6' \ \ \ \ � \ \ � \ e �A a \ F TE =435.5 • \ 438 v�' \ \ \ \ ^ .; ..y .\ i V1 of approved plans shell be kept on are at all times during cmishc m. IE= N 428.95 10 CITY OF TON> \ \ \° \ �, \ 0� 7bGO 436 F \ €AN 9llT rib° \ \4 \ ^ \\ \ \ 4 0 \\ SEVYER pg T m \ \ \ I \ \ gO AN OUJ \ , N' , 2. Tilehrasotwaklndaetraetripmnf way �hallbeper City aped8cdausmweekdayaudesaotiaraAse IE= SE 429.05 \•'\ \ \ \ \ \> \ ri ^ - 4 °_ \,g3 �\gg gFg \ '?� \o \' \ 'se- approved In wdWp by the PhrmhglBuildIMPuWlc works Department. An approved traMc cook sl plenrmmtbe z \ 6 o \:pyo CON obtained red prim to beginning a work wNhh public dgfdofway. 70. • . \ °\ \ \ \ \ • �o \ 15` CITY 'W REN'TON „ :AW� . L \ 3. AN location shown Le*ft ¢ �PE z 0 N ) BEND PIPE. MATERIAL AS SPECIFIED BY THE ENGINEER NOTES. 1. 6" AND 6' CLEANOUTS ON SEWER MAIN$ SHALL SC EAST JORDAN IRON WORKS. INC.. No, 36N OR :EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY: 2. IN UNIMPROVED AREAS, POUR 'A 1'-0' THICK, 2' -0' SQUARE CONCRETE, CUSS 3000, PAD AROU14D THE RING AND COVEk. V . PUBLIC FOR SANITARY SEWER MAINS 9m PI.AT7 _ dA9.1� ♦ n r PUBLIC WORKS a OR & INCH CLEAN•00T SEPTEMBER 2011 O z V. 415.3 > \ \ \ aCo \\ 134 LF 8 VG \ g \ rip°\ Rs\ \k0"45 01 " teueendoarectbatlrbaoaeh evolddamageadlskabrum. 4°35,5 4. A FWM*hCUM conference and a 24 hour notice shall be requuhed prior to sterling new conshbdlon. It shall be \ \ > \ \ \ \ N \ \ • 1 \ s \ .�-- - �--- ' s _ Ore s responsibility to secure all necessary permits prlarto sly=s=uction. (kmpadmwi be 00 + Asked by a repreemtetive, of the City of Renton.) it shall be themntrectsfe reprbMltytonoftda Public 4 \ n waft h~24 taxes In advance ofboWNing all maWdbn. A \ \ \ \ \g CLEAN OUT o \ 4,?\` FA S1 Vylttl+si' 5. Contractor Is st lay responsible for the meana,end sequences of construction rMfsr the eafay of \ r workers rid otiars m the construction Bit. g \1s'�� T�� \\ \ \slim L #3 -�`�� S. h Wall be the responsibility of the contractor to obtain street me and any other related pmnbe Mar to eny, \ \ F \ \ gEN44-4 �' construction. WLB \\ \ \ \\ ere\ h\ " D EWER \e\ \g \ 6 gg? J _.. ELEV. 418.4'\ \ \\ F \ \ ry0. \g3O ^�Tj O \ 7 +84,` 432,_ 'T ` --- 16,r -4♦ W \. d °^ 30'RT CAPPED \ \\ 7. Pleat approved by the clb of Renton. Public wall Department shell tie pleadrba overa0 ahr plus. \ a \ \ \ d\ ¢ Q \ h .85 ° ,yti \ 6 D \- R ` 9.Ampy of these, approved plans rrrW be on ihelok Wta whenevercaatrtxtlon luhpraQeea• SSMH 3 29 \\ \\ \ \F \ \\ e?0�\ TIKE Firm d I \ d 8 +49.1?F3 \ I` S. ThecontactrehWlpnrvMeda COyof Remonwhhan as-bulk dawigofMa sanhry sewer system, which has # \ \ as % OT 4 BRETZKE\ 30'RT CXPPtD \ \ \ \ \ \ d sa LOT 3 \ �. \ hero stamped and sWrad by a licensed professlmal egbaer a Ik'eted professional esveya. MH TYPE B 54" F \ \ I)s= 430.30 \ A 7 15.58, 170.81 LT ` \\ aF^ ?p \ F�J� \ -434_ 10. pthbe�eaeyualymbaheaeaeadap�ehmyrawehawae msragel�M mcompacted egRN r[ 435.00 y-0`\ \\ maximum depth IMfiBS.lhaOlghly thoroughly-tamping each tD 95 pecrltefmaY111nnS1 FT. SSMH #3 \ as \ \ \ \ 3zq I. \ density. Materl pl :RTY 435.5 WLB \\ \ \ \\ off_,_ -_430 \\ ..:;'C o \\ ti° \\ 3s thegoverplpe&Wbet senadi side oflhe pipe atotla sldedtla trermh.MmrlWsto conlplets RVEY ELEV. 421. \ \ } \ N IE= 429.40 N \ \\ \ \ \ \b `° \ °3a ,� gag IE= 429.50 E \ \ \ `F \ z -432v \ w \ \ \ ♦ as \ \ ry \ v 11.Open art road aaealrgs for utility trenches an existing traveled roadway Wbd be bodd®ed with matted rock �/ \ \ FaF `\ \ e d end medarhktly compec"Bd unless otherwise approved by the Public Wake Inspector. Cut Into de existing g^�� p a L Cb �\ o asplah Wall be nea0lra cut with sew In a continuous line. A tenpon ry min pelch must be placed brnedlmaly of SPECIAI, N ®T■ \� Face` \ \ ere\ drys •d \\ 14, °z backNO and compaction. A Permanent hot min patch Wall be placed w tJT 10 days red sad be per City of Rrdm b\ \\ \\ \ \\ \� dryA 43p\\ /A� ° cu standards. 12. Datum for Verbal Control shall be Nor American VO4W Datum 1888 Meters, rmfor Horizontal Control shall 1. SEWER PIPE SHALL BE PVC CONFORMING TO ASTM \ ^F \ Ln \ \ \� be Nalh Ammdan DaWml983/1991 Meters unless otherwise approved by de City of Rental PUWcwaks \ \ aF \ \ RWeerboa bendunat and oWieft B re noted m Me piaa. D3034, SDR 35. MINIMUM. TO BE INSTALLED WITH \ \\ \\ gas\ \g ?s\ I DepaMam' A MINIMUM OF 5' OF COVER AND LESS THAN 15' \\ Faa OF COVER. OR PIPE MATERIAL TO BE C900 \\ \ 13. All disturbed areas shall be seeded and mulched or otherwise staMlsad to the sobbdm of the Deprtmemfor \ the prevention ofm•site erosion after the mrtgidorh of construction. ALL SANITARY SIDE SEWERS SHALL BE 6" AT 29 T'T�3 \ og``'428 2. ELEV. 421.0' \ �T7 �. -a2 _ ?s° \ � \ - - 428 - _ - - _ � °l8 eti^ • \ \ 14. All pipe and egrurtenenas WIWI be IoW m e property prepared foundation in accordance with the a and MIN. NOTIFY ENGINEER IF THIS RESULTS IN _ • \ cry specifleatlat of the City of Renton PlenninglBulWingriuMk Wake Deprknetand00 latsWamm Of the DIFFERENT IE THAN SPECIFIED AT END OF SIDE ,gE �42- WL j L \ 1•� \ dry° WSDOT /APWA Standards and SpecMcatbns, Be approved and moditled by the City of Renton In the Re ion SEWER. \� \/ ELEV. 423.6' ELEV. $24. \\ d^' \ Standard Plea &Speclflatlmm. This shall Include necessa yWiWhgof the banchbollamalhe top ofthe IN UNIMPROVED AREAS, MANHOLE TO EXTEND MIN �A \ °gzs ^.1 I ration matelel• as well as placement and compaction of required beddtg m 1sdaL to uniform Wade sothat8a 3 6" AND MAX 12" ABOVE FINISHED GRADE. \i ,p `\ dry I bove�ba�� patedmeunNmny drat, uagAekBg ban. Poe bekhg Nrel be Pat pavel5 �A 15. Sanitary sewer pipe S WI be polyvinyl ddorkle ( PVC) rubber geaketed.ASTM D 3034, SDR 35, or ductile Imn -- 100.04' \ \ / dace 50, Unless Otherwise approve! by the Wastewater Utility. S8820'02 "E 331.77' 0 dry 18. In unimproved areas, manhole to extend minimum S Inches and maximum 12 Indasabove fhlehed grade r S8820'02 "E 661.90' T.P. /{ 1023059390. \AM�LBC -�38 - - 50, must have mInlmen 2' diameter concrete ring poured at grade. In paved area, cover muWdope In d diredionsb J/ PI FV 49fi 7' Fl FV 49R R' match POVkg• p-I NF w� 0 0 0 o O Z cL W 0- Oa C) O � Q5 15 1 0 W 0 o W J h 0 O LOLn O J W M tOQ00W4 W Z e•' o J � = S �g N W Q W o yC7 Ln M p-I NF w� 0 0 0 o O Z cL W 0- Oa C) O � Q5 15 1 0 W 0 o LL) h 0 (V LOLn O N tOQ00W4 t0 4) o J � = U �g N W Y N N � o yC7 Ln p-I NF w� 0 0 0 o O Z cL W 0- Oa C) O � Q5 15 1 0 ' SHEET: A OF: 5 I) W 0W. (V LOLn O N tOQ00W4 t0 4) Q a �g N N C Ln yC7 Ln t0 GG Ln �N Ti ' SHEET: A OF: 5 I) SANITARY SEWER PROFILE EV2, SEC. 10, T. 23 N", R. 5 E., W.M. 1 11 =20 (HORIZON) 1"=10' (VERTICAL) 450 EXS GRADE FINISHED GRADE - z ° STREET GRADE OVEI Z SEWER FINISHED GRADE E ISTING GR DE OVER S WER - - ° OVER EXISTING SEWER OVER SEWER i � 440 ± OVEF MINIMUM 440 Z rV O N LLI d 430 CO 430 U � w / SSM #4 LtJ 8" 4 LF 8 "P C STD .1 48' LF " 8+50.00, 170.1 LT OG 420 N r.v. 420 UJI 00.5% SSMH #2 SSMH #3 TE 444 MH TYPE B 54" MH TYPE B 54" IE =430.0 W EXIS NG SEWER LINE S MH #1 N W MH 48° 6 +47.32. 12.16 LT 7 +15.58, 170.18 LT B ETZKE 05 35. 0.5 . 0.5 T SSMH 3 W 1--� 410 410 Z IE= 428.95 TE =435.5 SSMH VERIFY T LINE = 439.0 AND INVERTS IE= E 429.05 IE 429.40 N (a/I TES4 IE 429.50 E IE =41 .5(EXST,) IE 428.10 E IE 428.00 IA m 400 I 400 n M MH #1 is saddle 48" MH 00 In Lq z N MH #2 and 3 are Tyoe B 54" M M M od O o O 3 MH #4 is standard 48 MH �z ~ W a 5+00 5 +50 6 +00 6 +50 7 +00 7+50 8 +00 8 +50 U� m v MANHOLE FRAME AND 'COVER b "�. SEE STD. PLAN 401 MANHOLE FRAME AND COVER m / c PROPERTY LINE - - - ADJUSTMENT RINGS (2" MIN.) MAX 24 12" ' - SEE NOTE s �" PER DRAWING 401. 1_ 3•_0`• _ frJiU£z€ E" BUILDING SEBA€R PIPE UI ADING $EWER - MORTAR JOINT(5) (3/8' MIN.) 1 SEE NOTE 5 -- CONE (ECCENTRIC} r ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 S" � $� 40 \. RUBBER GASKETED JOINTS IN .. ACCORDANCE WITH ASTM C -443 MORTAR JOINT ( S) (3/8" MIN) SEE NOTE 5 .. ' TO M� +,� 2•Ir 4 "STUD MARKING PQ;aT PA4NTE0 "NS'k6" 2MIN- --��.... i ¢ o YEE WITH W' SM CUTLET '8 'A32 €TE MTTH THE 15i1RD 'SEWER' STENCILED -IJ CLE'ANOUT IN 9 HIGH RACK LETTERS AND WINE ,C, +� ¢ v � ,e -' ° -�� 4 T IR COVEN omE WITAFFE€} AROUND T1TE 47TTD AND CAST 1JQ <� , AN IR EAST JDRbAN IRON EQUAL. EXTENDED TO RtE TOP (iF THE STUD. 97D fX2 APPR0I�D EQUAL. SPECIFY STEPS - POLYPROPYLENE STEPS '" SHALL BE INCLUDED 8_ i /2„ ?4 24" > o 0 0 5 P.. P"N 40 FOR A,. <E SEW7E N. ' to 0 c INSTALLATION) 7' MIN W CL a A +. . <. +.. 12" v p g 0- II ACCEFTADLE RRiR€S FOR SIDE SOWER CONNECTORS TO MAIN Q LINES ARE AS FOULOWS3 CONCRETE RISER BY PIPE. INC:, } O A A. MIRIPIED GLAV MAIN - CUT IN A NEW TEE USING FLE%JOVE OR APPROVED EQUAL. 3- m � U p. .� CCIUPLtNGS (F "FAN00 OR APPiAD'9^c0 fiRUAL ). a. ,ate Ld O AS. o CONCRETE MAIN - CORE - DOLLED 1WTH. A ROMAC SADDLE (OR APPROVED EQUAL] _ 12' (TYP) '`. `. LADDER- POLYPROPYLENE 4' 54" C. PVC MAIN - GORE- DRILLED IWTH A WMAC SADDLE (OR APPROVED �.. } �_ SHALL BE ATTACHED TO MANHOLE Y ... o - .. N a v A j; m m EQUAL) OR CUT IN A NEW TEE US0IQ RIOIU WUPUNGS. m m m MAX. PIPE SIZE - 'E` D5 m m D. DUCTILE: FROM MAIN: - GDRE- DRILLED VATH A ROMAC SADDLE (OR ;� APPR(MO EQUAL) E <. MANHOLE GtANNEGiiOI - AT DRUF G TO S SHALL BE � � CONCRETE SHELF f � � 8 ILM5 ROCK- U AT MRP4i7FA0'RP1PB4 Klr?0?;K -OUTS DR INC i % 0 STRUCTURE SHALL BE CORK - DRILLED. a PRECAST BASE SECTION OR CAST N SHELF. '^^"`-- �'^�111 n. .. G' D9 W�tAE,9 Q ° ALLOWABLE MAX- R CAST IRON PIPE BB`'� e, L 1 NOT TO SCALE 6i OF 4WGTILE [R0N PIPE. 'A' NLT� ESCON REET f."'�.� Gp jEs BLOCKIN& �%f',qJ r aSIDEOUTLET '8:' `G` SDI 48" MH 48" f 6' MIN 5 "MIN. 24 MIN. 2T' I.D. " 4" 8' MIN. 5.5" MIN. 24" MIN. 24° I,D: i. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS AIRE TO BE IN PLACE BEFORE MANHOLE SECTIONS .ARE INSTALLED. SHALL <TO ?LAS .0 61 �OR��' 4'C(zG. �9g 3. CASTING BE PER 40t Nm TAL E """V' MIN SLOPE 60" MH � 60" 8 MI30° 1�0': 4. MANHOLE SECTIONS TO pE OF REINFORCED PRECAST CONCRETE ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL 3E GROUTED, 6. ADJUSTMENT OF THE CASTIN0 TO GRADE SHALL BE ACCOMPLISHED WITH A EXPIRES 02/07/ I. STEPS TO BE POLYPROPYLENE SAFETY STEPS. COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY, BRICKS SHALL SEWER BE STAG >GERED TO CREATE A RUNNING BAND OR t f2 BQYD, 6'° MIN MAIN SE54E§2 MAIN. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. THE USE OF SHIMS IS PROHIBITED. 3. CASTING SHALL BE PER STD, PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, TYPICAL EME SEWER ELEVATION 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. COATED (SEALED.) WITH A HIGH SOLIDS URETHANE COATING; 'WASSER MC- AROSHIELD OR APPROVED EQUAL, COLOR OF COATING SHALL ESE WHITE. 4F TEE AT MAIN OVER 7fi 6, ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF S RU88ER CiASKETEO JOINTS SHALL ESE IN CONFOFRMANCE VATH ASTM' C -443. £1.EVATION ADJUSTMENT RINGS, BRICKS AND MORTAR 0 Y, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR t/2 BOND. THE USE OF SHIMS IS 9. CHANNEL HEIGHT SHALL 8E A PJINIh,1UM OF 3/4 THE INSIDE DLAhdETER OF THE LARGEST PIPE. PROHIBITED 7. SANITARY SEWER MANHOLES SHALL HAVt ALL INTERIOR SURFACES, INCLUDING CHANNELING, 10 CONNECTIONS TO MANHOLE SHALL BE MADE USING GoPK ADAPTOR, KOR -N -SEAL '': z COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC AROSHIELD OR BOOTS OR APPROVED EQUAL. iS IN I.i VEp AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6' Clip A IdAXIMUM OF r-1 0 U) N EJNLC$S 4TFIER4MSE SHOWN ON PLAN, SiOE 5€:WER SHA.iL N}A1rE APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE tINSI DIA C -443, �OVE , 2" ABOVE FINISHER GRADE OR MUST HAVE A MINIAlUhd 2' DIAMETER CONCRET F.INGS PC.U?EL" AT GRkDE, IN PAVEG AREAS, COVER SLOPE ALL DIRECTIONS (V > A $dIPdIAfUM 'X.:6' COVC$2 AT PROF -'ERTY LAVE 0R 3-5' L6WF.1? 9. CHANNEL HEIGHT SHALL 8E A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. E MUST IN TO MAT/;H PFVING. THAN THE LOWEST HOUSE WL VATION, WHICHEVER IS LCIAER. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR� -N -SEAL UOOTS OR - Lo APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6' AND A MAXIMUM OF 12" ABOVE FINISHED GRADE Oft MUST HAVE A MINIMUM RINGS Ln =V PUBLIC STORKS SANITARY MANHOLE EAN' - .40lid 2' DIAMETER CONCRETE POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.. eF .`2Y . p 6 PUBLIC WORKS OR STANDARD SANITARY IVIAPIIiCDLE STD. PLAN - 480.1 S "EFTEMBER -201 STANDARD SIDE SEWER SM.. Pw14 - 4011,1 F UE3LI 1MRNT8 INSTALLATION w. iiEPAkTMENT i�..M DEPARTMENT SHALLOW (SEWER MAIN TO PROPERTY LINE) SEPTEMBER. Ott � �: DEPARTMENT SEPTEMBER 2011 GO I 5 -3� act ®S ',. SHEET: 5 OF: 5 Z HORIZONTAL CONTROL PLAN SCALE 1"= 50' ME n N P °z P Q� J� e F BUFFER AVERAG OT A LINE w1 AREA - 1 11,431.83 SO.Ff. ' W s 441 I 45.00' S88'16'12 "E `:`S 121.69' 0.00' E NEW LINE MA10 30.00' N.E. 10TH STREET SBB16'10 "E 661.76' CALC'D SBB76'10 "E 431.69' 100.04' 100.04' 70.00• 14 00' �___. OLD LINE C' N PRIVATE INGF O AND UTILITI �^h 9 QN 4. 2 �� JEW]LINE OLD LINE p 2U EGRESS GPP��P Cy ARE83d30B SO \BUFFER LINE A= ��ST� n W.BC4 OLD % N NATIVE GROWTH I o` PROTECTION EASEMEJ ' a ` z' - -� 'M6E L12 W1B0. 131.W 0004! 04' WETLAND NOTES: 1) THE WETLAND FLAGS AND SOIL LOG PITS SHOWN ON THE MAP PAGE WERE DERIVED BY BERGER/ABAM ENGINEERS, INC. ON FEBRUARY 17,2006. GEODIMENSIONS, INC, LOCATED THESE FLAGS ON MARCH Z 2006. THE WETLAND FLAGS SHOWN ON THIS MAP ARE MARKED AS FOUND IN FIF1 .1, El /2, SEC. 10, T. 23 N., R. 5 E., W.M. BEARING MERIDIAN: ' A BEARING OF N00'02'42 "E ALONG THE EAST SECTION LINE NORTH LINE oF� DI BETWEEN THE NE SEC. CORNER AND THE E. 1/4 CORNER OF SEC 10 -23 -05 SECTION 10- 23 -05, PER KING COUNTY SHORT PLAT NO. L02SO016, AS RECORDED IN BOOK 172 OF SURVEYS, PAGE 205, RECORDS OF KING COUNTY, WASHINGTON. CITY OF RENTON L ' POINT NT NO. 1845 845 _ 'PUBLIC ROADWAY M-O a Q 0 z SBB'I60" 30.01' S8B'16'10 °E 70.03' 100.04' N S88'20'02E 361.]8 �_ 888'20'02 "E 501.84' 1nBC Y4BB �P CITY OF RENTON LUA -05- 108 -LLA 70.80' J 140.03' LINE ��90AgI >b• LINE o SSG CaS 1]0.0]' `C SITE ATCH BENCH MARK: BASIN W RIM ELEV 469.24 NOTE. FOUND NO ENCROACHMENTS PERTAINING TO SUBJECT PROPERTY. ADDRESS LOT A 5501 NE 10TH ST LOT B 5515 NE 10TH ST LOT C 5521 NE 10TH ST LOT D 5603 NE 10TH ST S8816'10 'E 70,03' 112 � R PINmcn, 11 w ICOPPP CASE MONUMENT SANITARY SEWER NOTES SEC. CORNER OF CASE n f0 -23 -5 31 Sanitary Sewer Notes and Specifications ' OF 3EC. 10 -23 -5 CITY OF RENTON BENCH MARK NO. f,ENT2101 /y�q0 SURVEYOR FR SITE WORK THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. -rIXve3-T9K NORTH /SURVEYING Z 1. All work and work material shall be in conformance with the standards and specifications of the City of Renton / 4 CORNER OF SEC. 10 -23 -5 0 Planning /Building /Public Works Department and the latest edition of the WSDOT /APWA Standards and SEATLE WA 98104 3023 Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A HORIZONTAL CONTROL: UZ Z Ql set of approved plans shall be kept on site at all times during construction. CONTACT DANIEL BRETZKE E ALONG THE EAST SECTION LIN- BETWEEN THE NE 2. The hours of work in the street right of way shall be per City specifications on weekdays unless otherwise I J approved in writing by the Planning /Building /Public Works Department. An approved traffic control plan must be DANIELBRETZKECJGM >IL.COM W obtained prior to beginning any work within public right of way. RECORDS ^F KING COUNTY, WASHINGTON 0-, � m Z 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify 0 the true and correct location so as to avoid damage or disturbance. WJ 4. A pre- construction conference and a 24 hour notice shall be required prior to starting new construction. It I shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection Z will be accomplished by a representative of the City of Renton.) It shall be the contractor's responsibility to notify N the Public Works inspector 24 hours in advance of backfilling all construction. 5 5. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of 0 workers and others on the construction site. = 6. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any CID construction. 7. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 8. A copy of these approved plans must be on the job site whenever construction is in progress. 9. 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. Oz � 3 10. Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, Z 2 maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted W layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to U complete the fill over pipe shall be the same as described. m' 11. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted unless otherwise approved by the Public Works inspector. Cuts into the existing asphalt shall be neatline cut with saw in a continuous line. A temporary mix patch must be placed immediately ® �) `o after backfill and compaction. A permanent hot mix patch shall be placed within 10 days and shall be per City of a Renton current standards. 12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control =� shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. Q � 13. 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. 14. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the standards N and specifications of the City of Renton Planning /Building /Public Works Department and the latest edition of the WSDOT /APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. 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 dellae:, 1.myi?Iding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class SO, otherwise approved by the Wastewater Utility. a a a ,unless 0 p' C] 16. In unimproved - areas, manhole to extend minimum 6 inches and moxirnum 12 i.:chas above finished grade or mist have minimum 2' diameter concrete ring poured at grade. In paved area, cover roust slope in all directions to match paving. a INSPECTION NOTICE a Prior to the start of construction activities, telephone: 425-430-7203 a minimum of 24 hours in advance of required inspections. aInspection requests for the following workday must be received no later than 3:00 pm. Upon dialing, you will receive a recorded message asking for your inspection request. At the tone relay your request including the following information: r DO 1. Your PERMIT Number (ie C- 000000) or, in cases of City project, the Project Identification. (Inspections will not be scheduled without proper identification). 2. Location of requested inspection. (Street Address, Street Intersection, etc.) 3. Type of inspection requested. (Concrete, earthwork, drainage, sewer, field meeting, etc.) 4. Name of person to contact and day -time phone number. 0 5. Approximate time of requested inspection - AM or PM. (Due to a variable workload, inspections cannot be V) scheduled for specific hours. The only exception is inspections that require the scheduling of special testing Wpersonnel, observing consultants, or other time - restraining factors approved by the Inspector in advance. Inspections will be scheduled in the order received to the limit of available man hours. NOTE: The ONLY exception to the 24 Hour Minimum schgduling requirement is in cases of bonafide Emergencies. In cases of true Emergencies (broken utilities, urgept traffic control problems, etc.), telephone: 425 - 4..30 -7200 and ask to speak to the assigned Inspector (by narTte if possible). An attempt will be made to contact the Inspector or, if that Inspector is unavailable, to assign an Emergency Inspector to handle the problem. Note: this procedure is to be used for real Emergencies ONLY. Your failure to adequately schedule your operations to allow for advance requests does not constitute an Emergency!! YOU WILL BE CHARGED FOR THE INSPECTORS TIME IF THE PROBLEM IS NOT AN EMERGENCY! d � Z HORIZONTAL CONTROL PLAN SCALE 1"= 50' ME n N P °z P Q� J� e F BUFFER AVERAG OT A LINE w1 AREA - 1 11,431.83 SO.Ff. ' W s 441 I 45.00' S88'16'12 "E `:`S 121.69' 0.00' E NEW LINE MA10 30.00' N.E. 10TH STREET SBB16'10 "E 661.76' CALC'D SBB76'10 "E 431.69' 100.04' 100.04' 70.00• 14 00' �___. OLD LINE C' N PRIVATE INGF O AND UTILITI �^h 9 QN 4. 2 �� JEW]LINE OLD LINE p 2U EGRESS GPP��P Cy ARE83d30B SO \BUFFER LINE A= ��ST� n W.BC4 OLD % N NATIVE GROWTH I o` PROTECTION EASEMEJ ' a ` z' - -� 'M6E L12 W1B0. 131.W 0004! 04' WETLAND NOTES: 1) THE WETLAND FLAGS AND SOIL LOG PITS SHOWN ON THE MAP PAGE WERE DERIVED BY BERGER/ABAM ENGINEERS, INC. ON FEBRUARY 17,2006. GEODIMENSIONS, INC, LOCATED THESE FLAGS ON MARCH Z 2006. THE WETLAND FLAGS SHOWN ON THIS MAP ARE MARKED AS FOUND IN FIF1 .1, El /2, SEC. 10, T. 23 N., R. 5 E., W.M. BEARING MERIDIAN: ' A BEARING OF N00'02'42 "E ALONG THE EAST SECTION LINE NORTH LINE oF� DI BETWEEN THE NE SEC. CORNER AND THE E. 1/4 CORNER OF SEC 10 -23 -05 SECTION 10- 23 -05, PER KING COUNTY SHORT PLAT NO. L02SO016, AS RECORDED IN BOOK 172 OF SURVEYS, PAGE 205, RECORDS OF KING COUNTY, WASHINGTON. CITY OF RENTON L ' POINT NT NO. 1845 845 _ 'PUBLIC ROADWAY M-O a Q 0 z SBB'I60" 30.01' S8B'16'10 °E 70.03' 100.04' N S88'20'02E 361.]8 �_ 888'20'02 "E 501.84' 1nBC Y4BB �P CITY OF RENTON LUA -05- 108 -LLA 70.80' J 140.03' LINE ��90AgI >b• LINE o SSG CaS 1]0.0]' `C SITE ATCH BENCH MARK: BASIN W RIM ELEV 469.24 NOTE. FOUND NO ENCROACHMENTS PERTAINING TO SUBJECT PROPERTY. ADDRESS LOT A 5501 NE 10TH ST LOT B 5515 NE 10TH ST LOT C 5521 NE 10TH ST LOT D 5603 NE 10TH ST S8816'10 'E 70,03' 112 � R PINmcn, 11 w ICOPPP CASE MONUMENT MM COPPER P!N SEC. CORNER OF CASE n f0 -23 -5 RENTON WA 98056 C ' OF 3EC. 10 -23 -5 CITY OF RENTON BENCH MARK NO. f,ENT2101 /y�q0 SURVEYOR FR SITE WORK FOUND 2" DIA. CONC MONUMENT WITH COPPER PIN -rIXve3-T9K NORTH /SURVEYING 8� oQ / 4 CORNER OF SEC. 10 -23 -5 815 S WELLER ST SUITE 200 L'i SEATLE WA 98104 3023 J7 HORIZONTAL CONTROL: 10 H n `b CONTACT DANIEL BRETZKE E ALONG THE EAST SECTION LIN- BETWEEN THE NE 3 I SEATTLE, !::. °, 98144 O DANIELBRETZKECJGM >IL.COM W N h RECORDS ^F KING COUNTY, WASHINGTON � � m e R M ^ N I e N a A S CITY OF RENTON BENCH MARK NO. RENT21 1 0310212006 11 FOUND 2 DIA. CONL 10 MONUMENT MM COPPER P!N DOWN 1.6'IN CASE 157 FERNDALE AVE SE ELEV. ON TACK = 512.02' RENTON WA 98056 E. 1/4 CORNER ' OF 3EC. 10 -23 -5 CITY OF RENTON BENCH MARK NO. f,ENT2101 /y�q0 SURVEYOR FR SITE WORK FOUND 2" DIA. CONC MONUMENT WITH COPPER PIN -rIXve3-T9K NORTH /SURVEYING 8� EILEEN FORESTER / 4 CORNER OF SEC. 10 -23 -5 815 S WELLER ST SUITE 200 SEATLE WA 98104 3023 206 332 0800 HORIZONTAL CONTROL: 10 BEARING MERIDIAN; A BEARING OF N OOD 02' 42" 14 :ITY OF RENTON CONTROL 'OINT NO. 1852 09NOF006 FOUND 3° SURFACE BRASS DISC MM PUNCH MARK SE SEC. CORNER OF SEC. 10 -23 -5 VERTICAL DATUM:(MSTED 03 -02 -2006) CITY OF RENTON BENCH MARK NO. RENT2101 (NAND 1968) "SEE MAP FOR DETAILED INFORMATION" ELEVATION ON COPPER PIN = 512.02' REFERENCES USED: CITY OF RENTON LUA -05- 108 -LLA, V197. PAGE 067, KC RECORDS KING COUNTY BLA NO. L02S0016, V. 175, PAGES 205 AND 206, KC RECORDS RECORD OF SURVEY, V. 152, PAGE 83, KC RECORDS. SURVEY NOTES: CONTACTS UJ VERTICAL CONTROL: ENGINEER RAMESH DAVAD P.E. DATUM: NAVD 88 157 FERNDALE AVE SE >o RENTON WA 98056 ^I 425 572 0175 BENCHMARK: CITY OF RENTON BENCH MARK NO. f,ENT2101 /y�q0 SURVEYOR FR SITE WORK FOUND 2" DIA. CONC MONUMENT WITH COPPER PIN -rIXve3-T9K NORTH /SURVEYING nOWN 1.6' IN CASE ELEVA. ON TACK = 512.02' E. EILEEN FORESTER / 4 CORNER OF SEC. 10 -23 -5 815 S WELLER ST SUITE 200 SEATLE WA 98104 3023 206 332 0800 HORIZONTAL CONTROL: SITE EROSION - CONTROL BEARING MERIDIAN; A BEARING OF N OOD 02' 42" CONTACT DANIEL BRETZKE E ALONG THE EAST SECTION LIN- BETWEEN THE NE 1508 25TH AVE SOUTH SEC. CORNER AND THE E.Y4 OF SECTIN 10- 23 -05. SEATTLE, !::. °, 98144 PER KING COUNTY SHORT PLAT L02SO016, AS DANIELBRETZKECJGM >IL.COM RECORDED IN BOOK 172 OF SURVEYS, PAGE 205, 206 720 6146 206 310 2190 RECORDS ^F KING COUNTY, WASHINGTON SURVEYOR OF RECORD LEGAL DESCRIPTION GEODIMENSIONS LOT C RENTON LOT LINE ADJUSTMENT LUA 06- 088 -LLA 6210 FAIRWAY PLACE SE RECORDED 200222900002 VOL/ PAGE 144, PARCE!. SNOQUALMIE, WA 98065 '023059358 PHONE 425 458 4488 ADDRESS 5521 NE 10TH ST CALL BEFORE YOU DIG 1 -800 424 5555 EXISTING UTILITY NOTE: i w> � o 0 o Z a� wa 0Q O Of wp XJ_ DO m mlM VERIFY DEPTH AND LOCATION OF ALL EXISCNG UTILITIES (WHETHER OR NOT SHOWN) IN POTENTIAL CONFLICT W/ PROPOSED CONSTRUCTION PRIOR TO ANY WORK. SHEET INDEX 1. HORIZONTAL AND VERTICAL CONTROL, SANITARY SEWER NOTES. 2. EASEMENT ROAD IMPROVEMENT PLAN 3, GRADING AND EROSION CONTROL PLAN 4. SANITARY SEWER PLAN SHEET: OF: 5. SANITARY SEWER PROFILE AND NOTES 08: s- 36a0o`90 OIL,, s -36 ©0( A5 BWL UJ W W 0. -0 >o ^I toa�� CD 0 j 'C: N _ L%1 Ln E L 3, GRADING AND EROSION CONTROL PLAN 4. SANITARY SEWER PLAN SHEET: OF: 5. SANITARY SEWER PROFILE AND NOTES 08: s- 36a0o`90 OIL,, s -36 ©0( A5 BWL 0 z z �g !!FZ V W W Q L cle uj Y � m a 0 L- z 00 0" f- �z a v CL ¢g o N II u .B 0 Z 0 N W tr 0 Z SSMH 26 i STA 13 +23, 5'RT ON PROJECT# S321EDGEWOOD LANE: 13 +23 RIM =424.3 IE =411.5 BRETZKE 6 + 63.60 CB ti N TE= 424.07. P � ,IE =42027(E)'. 32(W) '. b ASPHALT,\ OAO 0. `LO 1E =420 Ln \ 1" N N \ V. IN CA Q 0% 7.L.� -:; �� . --^DNS - 6#4'L�O6: %�. �z - eTra Y y (STING 5' SIDEWALK n C C N -9- R_0 -W 415.21'C \•. NN \ \ \ \ ELEV. 415.3' 'V. 475.9' %B74 ELEV. 76.0' ELEV. 47 2'\ 'o \36" \ \ \ Ln 12 \ �WLB76 M Memnon Z 0 N W tr 0 Z SSMH 26 i STA 13 +23, 5'RT ON PROJECT# S321EDGEWOOD LANE: 13 +23 RIM =424.3 IE =411.5 BRETZKE 6 + 63.60 CB ti N TE= 424.07. P � ,IE =42027(E)'. 32(W) '. b ASPHALT,\ OAO 0. `LO 1E =420 Ln \ 1" N N \ V. IN CA Q 0% 7.L.� -:; �� . --^DNS - 6#4'L�O6: %�. �z - eTra Y y (STING 5' SIDEWALK n C C N -9- R_0 -W 415.21'C \•. NN \ \ \ \ ELEV. 415.3' 'V. 475.9' %B74 ELEV. 76.0' ELEV. 47 2'\ 'o \36" \ \ \ Ln 12 \ �WLB76 M E1 /a, SEC. 10, T. 23 N., R. 5 E., W.M. INSTALL 21 ASPHALT COLLAR h AROUND SSMH 1 h� ` N \ p - \ /N� s - -`A �o0- -- ♦ �R' �'- y NP UY HP I1':7{'PUBLIdnROADWAYv . {; .f .: I o-0 .'1' I...' I I I ...\ h CS 0 \ x \ p_'- oHR -��H i '.l'' Q '-470._ _ �-- o '—on _ _____ {. ... b \' m. °'' �5`0 R. n 470_ _ -470----, saels''7o E 69:91 CA.O'D \: \'_ \. :. �; o �: m 6 " \ vh�:o- — '46a_ _ y ¢'„ (\i, \ I H \ \ \' fLhy. hb .. ° OX .4) EDGE OF ASPHALT 0 ^ W 0 LOGA HUN '9F o- o-y r po T _ u u •. y0 " SEWER .LINE "17007 CALCD \#5 +00^ �� \ \ \ .: :F' ss 6° I sSOp ^ 9 �s 6 � ss -- as�w E- . -j2wa Ss 8 ss 6 O ,/ „y • t.}`�' @ \> \ y9 \ o-`'� f by U .i. ,\ Of10 • ..0' DG F SPh LT m ° \ s o-y'\ \ \ A I o- / :'I 1 0 '&°° ,00 "D:WRPRON ccESS h0 SITE BENCH MARK: ° \w \ ya \ \\ \ \ po- .%O\ \\ \ �` \ • 'a`A�L, 9• y 'o- A b CATCH BASIN ° P' \ 1 �' N \ \ \ \ \ a 14 • ��'� RIM ELEV.= 469.24' `O _ � • \ 438 _ ?R \ •ti \ \ \ \ \ o-° +00 I\OT A \\ \ \ O 70.00' s N RS R \ \ \ Shy � rnN s� f4 V" 436 TOP y434 OF i CONTRACTOR TO WLB6 I �0 \I \L: \\ ptl \\ \ o-ro p,5y O o-b LOT B o-o-00 \\ \.J y ° aq q ELEV. 41 .0'i \ \ gxr2"y3• S\ \ i `T2� 0 \ P \ \ STAKE AND LAG o- \\ \\ 0 -- I-- - - - - -- ° \� -36�, �' \ ��°y °\ \ 4.4 891` N ry \ \\ w , \• f\_- __�\ -_ as y -\ m \ .. rn. \ \ TOE OF SLOPE I O 7`\ \ \ o• a \ N \ N h WETLAND BU EER w I yBIJ FE \ �q \ \ \ \ y, �6. WV AGING \\ \ \ a \ Rq `R ti o \ \ \ \ z EDGE PRIOR TO \ \ \ ` \ \ \ z, \ a \ \ \ I b �° \ \ R6 o-� \R 16 (° \ BR�TZK CONSTRUCT( N �YP \ \ m w ° ° s L0 z N:I \ \ \ a s \ I \ °° �'I. I a °\ WLB6 so 1.. --' ELEV. 415.8 a' \> \ \ \ I a \ h \ �\ \ \\ ryY°\ \ \ \ \ \\ \\ \\d °o-� \ \o RsN rn 0 \o-6 415 Y LO Q \ `° oo ELEV. 416.0; \ \ \ N N w ` • I z O z \ \ \ \ \ wo o-y I I °0 ss r> o \ f ... ° y� W WLBS 412 11 \ \ > \435.5 \ ^ ss�, \ \ J o-6 W 4151 415 W CO O W \N O W 1— V WLB9 F °Q Q ELEV. 416. W Q y `�� \ •°` I \ \\� \ 1 \ \ \ .: . 4 `�. -k 438 � ` ° \o-y9 o2Fa \ \\ �•\ \ �a so` \ \\ '\ \o- �6. \ \ \ \ \ m M \ WLB10 \ \\ \ \ \ \ u v \ ' L– R\�� – –*s \– C – J 'F°\ \\ \. �2 \ h•5 ELEV. 415.6' \ \ \ \ \ \ \ \ \ \ \ \ o- 436 \ \ \ \ 43g 10° CITY OF TON \ \ \ ° \'^ \�_ ��7bO0 '\ \\\ po \RR \� \\ \\ \V 4 0 \\ SEWER \ T \ \ \ \ \ \ \� ^ \ Ty* RENTON SE . R .'A CES A EN WLB1 \ \ Cb ELEV. 47s.3' \435.51 '4355 ' \"..: . \••�P.. \. �'..�\ WILE ELEV 418.4'\ \ \\ °\ \\ \Vry9 "3p �bo 7I '5 N,O y ° �� `q ✓JI1� OT /K 1 , o- \ R BRETZKE\ \ \ \q \ \ \ \ \ C/ �,C� •,...• . LOT 3 5.0' _. 5.0' — \ \\ 2q� \\ --434_ . WL -430 B \\ \\ \\ \\ �L ... — ELEV. 421. \ \ \ \ \ ay P e o-� h q3 R R t2% \ \ \\ \\ \\ i \ \\ \\ AN6 \ \ hry N v \ \ Fa? \ \ \ Rs\ o-ti9 •o- \` ° z 4 "MIN TYPE 2 AGGREGATE, ! � \ \ � o COMPACTED DEPTH SEWER EASEMENT ACCESS \ \\ ' ?R\ \ R26 ' \\ q IMPROVEMENTS \ 2g V�fF ° \R2 `-428 NTS ELEV. 421.0' ` /17 \ `42 6\ \ : ---428---__ ik29 o-ry1 \ `ti \ e V These improvements to be installed over the 15' wide sewer and ELEV. 4230' L�2 ELEV. 484 °� access easements as shown on plan. 1 `\ \%, 58.20'02 °E 331.77' R -4 \ _ s8e20'02"E 661.90' T.P.# 1023059390 �wLeG SPECIAL NOTES: ACCESS TO SEWER MAN HOLES MH2, MI-13, AND MH4 VIA ACCESS EASEMENT. f- 0 W O M Q W Z J Y Q W W 07 SS - 8" I f— LL W J 0 J w M W z J Y Q W M � W w N P � o LL! 0. `LO O Ln � \ N 0 +00 e Q 0% f0 �z Y N J Wj O 0 Z 0 Z g a Z 0 Lyy Z Yi O W Z 0 W � Nw a N 0 00 3 LJ I- �z U rn c v rn a w sa d w 1 0 q III a d ¢ 0 F I PID: 1023059382 SSMH 28 STA 13 +23, 5'RT ON PROJECT# S321EDGEWOOD LANE: 13 +23 RIM =424.3 _D_W IE =411.5 BRETZKE 6 + 63.60 H 'L > p I ,CB 1 TE =424.07 N ' a' N u c' v i,d `o- ( .. ASPHALT, ROAD \ � I 0 a \ \ \. ' \� ' \\ ' Nit. 11I 6t UBLIAROADWAY' 0' -W C --- gy I°Q,` S89iWI0 E 860:91' CALC'D . . cam. - Nm I.� _'T_. / EXISTING stbil \ a VnO "o \ ` �°1 H•y� • \ 5' SIDEWALK $TM kryh \ \ \ A SEDIMENT TRAP OR POND. WLB6 w ELEV. 415.8 IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING 0 O z W n (D O IF THIS W IL]i__ O - - ozQQ 4. LLJ Q (n \ I �w LB4 -404#4 5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE m REPLACED. �. LEV 475.3' 7'c\ - \ a`Oi• \ \ \ -- A ELEV. W 8111= 51 WLB2 WLB5 \ 2 p �' \ \ \ \ Ooi A \ - \\ ELEV 416.0' ELEV 41 \ \36" \ \ 4� \ 434 \ �A t� CONTRACTOR TO WLB6 0, STAKE AND LAG ELEV. 4f .0'I WETLAND BU F ER W II EDGE PRIOR IITO 1\ CONSTRUCTI N A SEDIMENT TRAP OR POND. WLB6 w ELEV. 415.8 IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING 0 O z W n (D O IF THIS W IL]i__ 0 W (.) (.) - - ozQQ 4. LLJ Q (n I �3UTr FE'R ati `Az AVE`RAG1'Ia1G A \\ \�P o \ \lam\ \ \\ \\ ti 1 2 \ \ELEV 416.& \ N d \ \ `, m 415 I wLBB 41'� 'F35.5 415 \ \ \ \Naa \ \ ELEV. WLB10 \ \\ \ \ \ \ > ELEV. 415.6' \ \\ \ \ \ N \ v \ \ \ a Nm \ UITT OF TON\ \ \ SEWER 1 'T \ \ \ STRENGTH FABRIC USED ..... N.-HUNNiamm FILTER FABRIC 6'' MAX. MINIMUM 4 "x4" TRENCH / BACKFILL ❑&NGH WITH NATIVE SOIL OR 3/4 " -1.5" POST SPACING MAY BE INCREASED WASHED GRAVEL TO 8' IF WIRE BACKING IS USED 2 "x4" WOOD POSTS, STEEL FENCE NOTE: FILTER FABRIC FENCES SHALL BE POSTS, REBAR, OR EQUIVALENT INSTALLED ALONG CONTOUR WHENEVER POSSIBLE E1/2, SEC. 10, T. 23 N, Re 5 E., W.M. PID: 1023059370 1 - I LID INSTALL 29 ASPHALT COLLAR o 5 AROUND SSMH 1 ro H6 ` N \ 0 \ 0 UY \ yy. R O. F .m . ... \,5+001 J9 \ ya \4+00 A C Ass � \ r � •� \ A� v�`\ \ \ �h \ N I a � \ \ n• \ \ \ \ \ \\ \\ 6� \ p v \ \ s > \ \ \ \ \ \ \ \ - \A3 70.00'\ \ \ \ O Q�.\ y \A \ 14„ °5i 9° _ 470 \ - _470 _ •- - � - - - - - 470 - .- i >b ob OX • EDGE OF ASPHALT a I nr4nnN nF ,k� ' St Wttt LING :' ",`iJ yam: 0'&° D: I �6� • �e ;1 f 9 % �' � . h6 �o •• �9 1 O ,o SBB'I6'10 "E 100.04' A ° W e� a INS 0 OG .. F SPH Li GyA SITE BENCH MARK oq off^ CATCH BASIN o 0 Z2 +OORIM ELEV= 469,24' % �--;- 58876'10 "E 70.03' s \ TOP OF OPE $' '� As N o-o, \ \ y,a•� \v s\ \\ \\ \ \ ( .,.q \� ?68. Erosion Control Notes e 1. These notes shall appear for all projects - site improvements, surface water LOT B pro \ \ \ A \ n OaHA `\ \FA\A�e 446\ As\ \\ s °N,y utility, wastewater utility, water utility, and transportation plans: 0 \\ ate\ \\ \\ \\ 36 "'\ xy ^� \ \ Ass �o\ ( 4' 4 89 2. Before any construction or development activity occurs, a pre- construction / ws TOE OF SLOPE a� \ \ \\ \ „pad• \ \ \ N \ 65 meeting must be held with the City of Renton, public works design engineer. p6 \ \ \ \ 4 2 3. The Boundaries of the clearing limits and areas of vegetation preservation as \ \\ o'o \\ \ AASy,G1• \A M \\ BR�TZK \\ \\ 1 prescribed on the plan(s) shall be clearly flagged by survey tape or fencing in the °s \ \ s \ \ . o field prior to construction in accordance with Appendix D of the Surface Water 6 h n \\ \ R \. o P PP �' \ \ \ 1:°.1 4s a Design Manual and observed during construction. During the construction period, no °gyp N 0 \"6 disturbance beyond the clearing limits shall be permitted. The clearing limits shall be anO BRETZK \ \4 °i ,�• �e \ \\ `' \\ \ >s �'I \\ maintained by the applicant /ESC supervisor for the duration of construction. LOT'S' o sp �� sF. o \ `\ \ \. \ \ .4 '� ( 4. Stabilized construction entrances shall be installed at the beginning of construction'*-.."'- : \ z AQO F '°v °\ %cos s \ \\ o \ \ ti' 6 • \. and maintained for the duration of the project. Additional measures, such as - \ �, o• F� ,� y s A o `+ ... e� (\ M constructed wheel wash systems or wash pads, may be required tc,,e,nsurz ii € + , \ N a6 paved areas are kept clean and track out to road ri ht of way dn8s not .,§c r for 5e3' shoo n I \ Fs P P 9 y :._ 6 2L he duration of the project. A.p 5. All required sedimentation /erosion control facilities must be con�tl!cted -> irL. 1 h _43q -.l \y 4F� ..o�,L \ d \ \\ \\ \ \ 4 operation prior to land clearing and /or construction to prevent tromsportatfam, ..^ a - ' \\ \ \ ,9 oyy \ti \\ \ ,°` \ \\ \\ sediment to surface water, drainage systems and adjacent properties; _Rll,t'r'Q•_s'F�. o- \ °s ay " \ a and sediment facilities shall be maintained in a satisfactory conditLOTl -unt }I 438 that clearing and /or construction is complete and potential for on _Si ie•eYOSronrflas F passed. The implementation, maintenance, replacement and additte;ns. to erosion /sedimentation control systems shall be the responsibility of the "perrfltteZ::� \, 4 36 & \ \ \ \ � \ ayti 0 70-00_ 11 4 \ 6. The erosion and sedimentation control systems depicted on this drawing are _ V 0 \ intended to be minimum requirements to meet anticipated site Conditions. As \.A\ \ ' construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion and sedimentation control facilities will be • d''. " .\ :. x,. -l. .. °�`- - necessary to ensure complete siltation control on the proposed site. During the 15 'CITY °F RENTCiN' ANfS' ES �EN \ T \ \ \ _course of construction, it shall be the obligation and responsibility of the permitee to 15.3\ \\ `, �, \ s\ As' \ h" 4sJe address any new conditions that may be created by the activities and to provide ',T35 5\ - 435.5 \ - '\ 1, '� ;\ . �\ additional facilities, over and above minimum requirements, as may be needed, to \ \ \ \\ > \\ \ g_ protect adjacent properties and water quality of the receiving drainage system. � w \ \ \ \\ \ \\ + :\ 7. Approval of this plan is for erosion /sedimentation control only. It does not `A \ \\ \\ \\ \\ \ °j \432 - \ 4 0 ` \ \ n^ constitute an approval of storm drainage design, size nor location of pipes, \ o OSIO \ _ \ \ \ restrictors, channels, or retention facilities. \ \ \A \ \\ C TROL --- \\ \ �' ' FENCING 432 �ry '\ \ n6 \ \ `A -�` 8. Any areas of exposed soils, including roadway embankments, that will not be \ \ \ \ NSTA\L�ED \ �� \ \\�-"' e \ '°' disturbed for two days during the wet season October 1st through March 30th or E \ A m Y 9 ( 9 ) " -B \ \\ \'2 \ Al`TR�C � o \ \ 43 3R` \\ oSn \ off' 44� seven days during the dry season (April 1st through September 30) shall be iv 418'4\ \ \ A\ \\DETA 430 h� ro` \ 2_,\ \ immediately stabilized with the approved ESC cover methods (e.g., seeding, \ \ \ \ \ \ \ mulching, plastic covering, etc.). \ \ \ A2? \ \ \ P 9 \ \ \\ \ \\ \\ TZKE ° 9. Wet season seasonal erosion and sediment control requirements apply to all z �9\ \ \ A26 \\ ° \ � pT 4 �� A3 BRETZK�` \ construction sites clearing between October 1 and March 30 inclusive, unless \,<\� LOT 3 otherwise approved by the City through an adjustment process. 434- ;,s \ N \'10 C ill b lied in conformance with A endix D of the Surface O Z SELT FENCE NTS \ 22 • 2s s \ over measures we app pp WLB \ \\ \\ \ \ -430 I\\ Q�Z: \ o \\ ; �\ Water Design Manual. ELEV. 421. \\ 4,- \ \ 432'9.- 432��-\ w 11. Any area needing ESC measures, not requiring immediate attention, shall be aaddressed within seven (7) days. \ �4 p \ \ \\ \AAA\ \ \\ \ \A `,, 012. The ESC facilities on inactive sites shall be inspected and maintained a minimum ,x �� o ° of once a month or within 24 hours following a storm event. `\430 �k §13. At no time shall more than one (1) foot of sediment be allowed to accumulate Ln \ within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the \ \ \\ 2s\ 429, downstrec-i system. \14. During the time period of October 1 st through March 30th, all project distributed y�gF \ \42 �-428� :\ soil areas greater, that are to be left un- worked for more than 12 hours, shall be ELEV 421.0'�ZZ7\ �4a -._ s \\ ; - -- -428__ a26ati� \\ covered by mulch, sodding or plastic covering. s \ \� ELEV. 6423.6' Lag WLi� ti "ry�15. Any permanent retention /detention facility used as a temporary settling basin ELEV 424. \ �G \ \ � shall be modified with the necessary erosion control measures and shall provide adequate storage cn pocity. If the permanent facility is to function ultimately as an linfiltration system, the temporary facility must be rough graded so that the bottom \ 4'1x4 1 and sides are at least three fleet above the final grade of the permanent facility. -- -- _ _ 100.04 \ \ e - - - "\ X0,03' 16. Prior to the beginning of the wet season (Oct. 1), all disturbed areas shall be SrBZD'02 "E 331.77' - Y� reviewed to identify which ones can be seeded in preparation for the winter rains. R -4 Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the City of Renton for review. SS O NI 1. ciT FENCE MAINTNAN TANDARDS ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. o a� 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO U Z A SEDIMENT TRAP OR POND. w 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING Z p AS A BARRIER TO FLOW AND THEN CAUSING CHANNEUZATION OF FLOW PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. w00 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6 INCHES HIGH. �w 5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE m REPLACED. O Z SELT FENCE NTS \ 22 • 2s s \ over measures we app pp WLB \ \\ \\ \ \ -430 I\\ Q�Z: \ o \\ ; �\ Water Design Manual. ELEV. 421. \\ 4,- \ \ 432'9.- 432��-\ w 11. Any area needing ESC measures, not requiring immediate attention, shall be aaddressed within seven (7) days. \ �4 p \ \ \\ \AAA\ \ \\ \ \A `,, 012. The ESC facilities on inactive sites shall be inspected and maintained a minimum ,x �� o ° of once a month or within 24 hours following a storm event. `\430 �k §13. At no time shall more than one (1) foot of sediment be allowed to accumulate Ln \ within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the \ \ \\ 2s\ 429, downstrec-i system. \14. During the time period of October 1 st through March 30th, all project distributed y�gF \ \42 �-428� :\ soil areas greater, that are to be left un- worked for more than 12 hours, shall be ELEV 421.0'�ZZ7\ �4a -._ s \\ ; - -- -428__ a26ati� \\ covered by mulch, sodding or plastic covering. s \ \� ELEV. 6423.6' Lag WLi� ti "ry�15. Any permanent retention /detention facility used as a temporary settling basin ELEV 424. \ �G \ \ � shall be modified with the necessary erosion control measures and shall provide adequate storage cn pocity. If the permanent facility is to function ultimately as an linfiltration system, the temporary facility must be rough graded so that the bottom \ 4'1x4 1 and sides are at least three fleet above the final grade of the permanent facility. -- -- _ _ 100.04 \ \ e - - - "\ X0,03' 16. Prior to the beginning of the wet season (Oct. 1), all disturbed areas shall be SrBZD'02 "E 331.77' - Y� reviewed to identify which ones can be seeded in preparation for the winter rains. R -4 Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the City of Renton for review. SS O NI UJ W f) w IL 0) in M00 M Q C J � Ln ri SHEET: 3 OF: V I o a� F w i Z Q D U Z w �a. O¢ w00 �w m UJ W f) w IL 0) in M00 M Q C J � Ln ri SHEET: 3 OF: V v 0 •• 1 a D LL z 00 0 U �z U rn v O 11 o+ c 0 %V z o r a a w � II a ho z 0 N w I SSMH #1 NEW SADDLE MH 48" BRETZKE 05 +35, 0.5' LT cl N PID: 1023059382 INSTALL ON EXISTING SEWER LINE SSMH 28 VERIFY LINE AND INVERTS PID: 1023059 370 + I S7A 13 +23, 5'RT ON I TE= 439.5'.7 �,G/{q,Ve y2$,$ � 1 PROJECT# S3278.EDGEWOOD LANE: 13 +23 IE= 428.119 E I SEWER PLAN RIM -424 3 INSTALL 2 ASPHALT COLLIAR h O w E =411.5 BRETZKE 6 + 63.60 IE 0S AROUND SSMH ' Ln w j Q Q W D_ N . � ♦ =42 W M m . - I TE= 24:07 ' t C. .a ., � .> .. . v . , . . .. 16 . I 1 S I s - -♦ . rn " EM, SEC. 10, T. 23 N., R. 5 E., W.M. R- 361009 �NN\ W ,IE= 420.27(E) .. - 1 b. He-F -�._ rn Ur _ °._ -_-a�, p�� ,�ti,�ti _ ,�, 1\o z IE= 420.32(W) :. .. o�� ASPHALT \ OAD . .. \ 1 :. :a .. 1. I °�. _ .I . 'i.. ! p5 . I D .. / . R 4 '- :W HP- ----- _._,e�H -772 Jry ^`° "`v�: \I•R,...' \\ \ Ci�. '1 UBLI ROA WAY i p> a`O`L: \'. ?yp \\� \\ \ \\ a1 .__470__--- OHP----- ---� -N S. Lee- 41�`\ 46 -470_- -- _' O =W C i : . ¢60 91 CASC'D \ 4 ..:. _ 19 OX EDGE OF ASPHALT A W . ` . ° �SEWEROLINE ..:170.0T.'CALCD EXISTING 5' SIDEWALK Sjy a`I\ \ p \ °\ p2\ .5 +00/ �0 \ 6 ' SS - T' B:' SS' 8' ISS -. g., ._._ SS S ' / \4 +00 ° a ? ° ¢ , 0"6 Q p { 9 UD0 • FOf� PF SPH �°ar c'a \ \ \ \ a \ \ S. x,'14\ \p � p \ \\ \ h \\ �"\ I a °/ ..I, p� /f '6Y, a6A �9 D CCESS 9 °O \ \ \ \`88DisYa p� \ \ s \ Y a A a° SITE BENCH MARK: oP.I R -O -W - EV .2••'e N NN \ 1 6 N -' 331.65' \ ♦ \ s \ �D jq"' I' / 9 A � CATCH BASIN „�13 \ 438 A0. \ • \ \ \ \ pip \ \ •a > prat a`Op° 2 +GD _ a`A 9 GONG RIM ELEVASIN 24' ELEV. 4153' \ \ ).Oi,\ \ \ .A - •- zo-` - \\ - \\ \\ _ \ \ \R -O -W $° \ a• - \ O o S88'16'10 "E 100.04' 588'16'10 "E 70.03' ELEV. 415.9' WLB2 (y ELEV 41 2' \ m \36 \ \ \ OT A \ 0 \ �, N v ♦ \ \ 14" \ \ 436' R.T� a\ \Apr \>r ,� \♦ 70.00' \� \\ \\ \ \O.Q�' \\ ¢ >r • a R -O -1 + \ \ 434 \ 5• \ \ \ \ JOP OF S OPE �� \ _ _ N \ \ \ 1 \ \ ♦ \ \TO\ ♦ i \ RSS \ \ \ \ S Notes EXST. a N > , \ \I (\ \Fad \ \ a\ \ p5a \ °\ \\ \ \ \ \ 4 \\ ° 1. SEWER EASEMENT ACROSS LOT B IS 10' FEET IN m • \ F� \ \ \�• \ \ \ \ \ \ \ qs -)- WIDTH. p. Vu WLB6 \ \p R MEAN Olu R� \ AN/ vYTO ` >o\ °A \\ \\ \ \ \ \ \ 0 i \ \ \ a h ID / `a`0" LOT B ° \ \ \ >r \ \ \ 2. SEWER EASEMENT AND ACCESS EASEMENT ACROSS = '. O TO WLB6 I \ 0 \ \ \ \ p^' / pa �\ \R ♦+: ° °s �4s ° `•RS? >SA\ \ °o ti \ \ \ LOT C IS 15' IN WIDTH. C9 M ELEV. 41 .0'I I \ , R� 45 \ \ \ ♦ , 0 \ \ °P Q LAG 6 "\ S -- I----- _ - - -1\ � \ �' >rs p6 \ \\ � � 4 4 3. HARD DRIVING SURFACE OF GRAVEL TO BE PLACED ss W r�,, I Ur FEIR \� \ \5 +94.0 \ O `� roE OF SLOPE \ \ �\ °;.; \ y I OVER EXISTING ACCESS EASEMENT AND OVER 15' WIDE W e U FER \ \ 6 "S a° \ \ \ \�Oe° 1 \ \ \ \. y. ACCESS EASEMENT ACROSS LOT C.- z AVNAGNU \\ a ^ 5 +96.0.5' LT R \RR\ \ o \ \ \� ...1\ 4 w� ---� \ �5' R R- �R TO ,< \ \p \ 42� °� IE428.40\ y R \', �?' \ uiYT7K \\ \\ ` \ 2 EXISTING TOPOGRAPHY NOTE: °m O +t \ t \YP \ �� ` �� ` \ o rn p R \� \ \ \> I, Q C) WLB6 `'o \ \ \\ ♦ \ O s� \ FF =43¢ I y°. I� \ \ Rsr ¢ s \ LO`f 2 \ X11 ELEV. 415.8 m \R ♦ \ \ \ N \ ° \ I .s \ \ :°\ °s W - \ .o \ \ g, \ \tl� \ \ a \ \ a�w \� =qqs \ \ >� ° 0 R� pF VERIFY EXISTING TOPOGRAPHY IN AREA OF z 415 \\ \ \\ a \\ ati \• \ \\ \\ a� w q o \ \\ �k R \I \: \ 5 °� \\ \\ PROPOSED CONSTRUCTION PRIOR TO ANY WORK. J \ \ \ \ \ P \ I a a BRETZK \R �ry R� a� p° \ \ \ u *( . I N NOTIFY ENGINEER IF CONFLICTS ARE IDENTIFIED. LO Ty RSq},\ i 8. \ \ \ o+ I \ \ w r z °o z ELEV. a,s.s \ N �� RRo F Fq . "� "° \ ` �o \ \ ti • ; \ \ EXISTING UTILITY NOTE: W wL66 41z t1 'F35.5 \ (� 415 t 415 \ \\ \\ ;. \ \ ! ,ypfss SYOq ; i \� \ \ ,� VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES - c Zit \ \ \ I \ , , \\ \ I a B q� \ \ r+ r \ (WHETHER OR NOT SHOWN) IN POTENTIAL CONFLICT W/ W W - <S\ \ \ \ \ I boy° 6 IDE SEWER Fs >rn \ \ \ \ \ PROPOSED CONSTRUCTION PRIOR TO ANY WORK. 0 W C) C) - - - - - \ \ \r° \ \ X H(ft E 6" SIDE SEWER X \ \\ \ \ . I, RO\ z Q Q WLB9 , \ T � \ y - ' - \ 2 \ \ \ \ SanNary Sewar Notes and SPerficaWns ELEV. 416.7 p \ :♦ ro \ \ \ , • R \ y 5 L a \ \ \ 4 \ Q (n CL ot� LT 8 +22 ,a \ \ \ \ \ p \ \ \ \ AI \ o \\ I \\ a iE= 4 mFa\ )13' LT, (�66 >°O \ \pO \a R THESE NOTES S1iALL APPEAR ON PROJECTS FORTHEWASTEWATERt JT1LRY Ast -i "rk SSMH #2 \ \ N 438 \ \ \ I IET4430.20 �p \ \ ss \ \ \ \ m i L \ \ \ 2% I ` _ >-. - - \ •� 1. All work and oak material shd be In cornfarrterce wNh the eteraerds erhd ePeclNcetioretln+ of Raters MH TYPE B 54" WLB10 \ \\ V w �s� - � -- -� \ \ \ \ \ 2 a PlannIngleuikllrglPubllc Wale OnperhneM end NelalesieNtlon ottle W300T /APWAS aMI 6 +47.32 112.16 LT ELEV. 415.6' \ \\ \ \ \ 1N \ \ \ \ \ \ �° �P\ \ '� \ \ la° gp, qflosypn,, as approved and modified bythe City ofRwIInSteBarronsl�tmtaP (Ni3 asPeance5ons.-gW \a \ �, 1 TE= 435.X.7 . ° \ \ \ > o. \ \, 1 436 \\ \ 438 vti \ \ \ \ < y t \ of approved plane shell be kept on site otdtlmes during certehnnhdlorh. ..„ 10 CITY OF TON\ \ \ ° \ �_ 0� zoo¢ '\__ CLAN 91LT aa° ` \R \� \\ \ \ 4 0 \\ SEWER \A1 T \ \\ \ \\ \\ \ \ \\ I \ RO \ FLAN O�J \\ . 1 N \ �� •R 2. hate of work In me Break d9M of way mren be per cry on weelulays tudme otherwise \ \ The - - .�- \ \ R • >'. \ a \ ss- ePPh'cved In Wdlhg by the PlerhnhhgleuildinglPublW coda An eprnoved irsffldcenhd plan moat 68 m -t I � _gANc 4ti9.s \ \ \ \ ` A \ \ �R3 \\ "R,2 RR� "` o o r� obtained prior to beginig any work w" public right of way. \ \ N° \ \ \ w° \ 15''CITY'°F'RENTON'SEWER.AkN E A� N R ..\ 'T:- \. 4 M�.. °'t -�' 3. All bcdae of existing ulNillas shown are aPDnscInhee and t alts be the addradole reapaefoily a verM•dhe NOTES 1, 8' AND 6° CLEANOUTS ON SEWN MAINS SMALL BE EAST JORDAN IRON WORKS, INC. N, 360 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.. 2 IN UNIMPROVED AREAS, POUR A t'-W MCK 2'-0' SQUARE CONCRETE LASS 3000. PAD AROUND THE RING AND ccwk. PUBLIC WORKS 8 OR 6 INCH CLEAN -OUT DEPARTMENT FOR SANITARY SEWER MAINS WL611 \ > \ \ :LEV. 415.3 �k'LF 8 PVC `a5 \ ; \ yn°\ ..'s "5�.. e;�•RS 6 true art cored beub nso 69a avo/ddemge or dlehebernce. ' \ \ \ \ \ �'m \435.5\ :. ©.9 •�•, . \. ,�: AN \. \�.. ''Pp,\ ° - 4 A precoettdrion conference and a24 hour rto8ce shall be reclubdd prior to starting now axetructlon. it shell be \ \ > \ \\ \+rn \\ \\ \\ \\ dS \ n \ \ \\ a • + I CL N \I accomplished by representative 2f the Cry of )it "I be commeWs responsibility iotry the Public ° ° code Ihmperor�24� of badcfltlIng 611 coretruelion. CLEAN OUT o \ \4?\\�• #q ---�S� \ �{¢$"\ 5. Contractor Is solely responwAff for the means, methods amt same of mnh x Wn and for8he saw of \ •'I.� Workers and otters on the coaMhction Bite. R3a \\ 436 $ T \°? \ \ s \ \ °\ S. r shall be Ne responsibility of the contractor to obtain street use and any other rested permie prior to any WILE p \ \ \ \ \\ \\ \ \\ 'mss \\ �: \\R3\ eF� o � 7 +84D`_4EWER \\\ \R - \ \I ° \ �4W �k °4qz ~ carebucnon. ELEV. 418.4`- \ \ \ >kti ° it n .y.° 2 , - - _ k \ \ T. Plane approved by the Cry of Renton, Public Wake DepmhneM shell take precedence owarall der pdee. 30'RT CAPPED ° °\ - \ .85 \ �ti \ 6 D \ :R m B.Acopy otthese approved gene must be ondnelm alts whenewercoehuctlonlalaproWea6 \ \ \ \ \ TZKE FF= p I \ 8 +49.i?V� A^ ,s 9. The cwramclOr" IpnWide the City ofRedon with anasbntltdrswtgoftlreartiarysewersyst ff.whichtee SSMH #3 �10 \ \ R ?s \ \°� \ (/� OT 4 �, �R3 BRETZKE` 30'RT CXRPt'D '.I, been stamped and signed by a licensed professional engirmeror lkarreed professional surveyor. MH TYPE B 54" \ \ \R \ \ \\ \�� a LOT 3 IE= 430.30 °\ \ q 7 15.58, 170.81 LT \ \ \ �R♦ ` '`' \ `\,� 434 _ 10. BaGdll shelf be placed equally on both skies of the pipe In layers with a boas average depth of 8I Inches, \R \ \ S\ \\ 1.3 ?DARN r[=43•S00 i \ \ depth thoroughly tamping layer' percent derrery. compacted FT SSMH #3 \ as a \y merdmum oftthdee, h hem In each b95 ofine`rlm!,•= There :RTY A �f36./ WLB \ \\ \\ \\ \�-- --430 o \\ ; �\ \3s ktyels must endstnd fo are Plpe dierttetor on eeclt aces oftre Plpe abtlna side oftne trench. Matedalato complete RVEY ELEV. 421. '\ \\ \ \ \ p,° \ a \\ ay`v : R3 tefiRo'erpipo Mdbotoaa.eeedmxFDod. \ \ \\ \\ \ o R3��. --432 T.5�'.� wR d_ e IJIArA 4 9.9 11.Ope n art road c msain0e for u8tl4f tenches on mdetln9 traveled roadway *0 be treckfiedwith aushed root \ \ \ `R2 \ \ \ ` \ a and mechmk * compacted unless otlrenWae approved by to Pubic Works kepedor. Cute Wtokhe efdai g Sher shall be rneatWe out with saw Ina co ntlnuous line. A temporsry mtc patch mustbe placed WvnedM* arm °z rectal andcompadlon. A permanent hot mbc patch shall be placed within 10 days erM shall be per Cry of Reason 10 SPECIAL NOTES: 43 - ` • current standards. \ \ \ \ \ \ \ � � \ ✓ / a"'° 12. Daluru for VBNheI Control shall be North American Vertical Deh6n 1988 MetdB, and for Hafmnlai Cadre ale \ ` \ LO \ be Nate Arne im Datum 1OW1991'Matea unlaee otherwise approved byte Cry of Renton Public Waft 1. SEWER PIPE SHALL BE PVC CONFORMING TO ASTM \ \ R2R �R `n \\ Department Reference benchmark and elevations am noted on to plans. D3034, SDR 35. MINIMUM. TO BE INSTALLED WITH \ \\ \\ mss\ R28\ j A MINIMUM OF 5' OF COVER AND LESS THAN 15' \\ °�? \ \ �- -^ ( 13. All disturbed areas shall be seeded and melded or otherwise shred to the salon oftte Depatrnemfor OF COVER. OR PIPE MATERIAL TO BE C900 the prevention of on-arm erosion ere the completion of construction. 2 ALL SANITARY SIDE SEWERS SHALL BE 6" AT 2% ELE,. 421o'��JJ \ X42 - \R ?s\ -428 '- /428 k�� \\ 1 14. AN pipe and apputerances shall be laid on a property prepared lbum m W accordance with the standards and MIN. NOTIFY ENGINEER IF THIS RESULTS IN -\ : 428 - - -- -rte \ ,� spedNcxtloe of the Cry of Renton Plennhgleugding/public Works Department and the latest edition oflhe DIFFERENT IE THAN SPECIFIED AT END OF SIDE BE- E-12- yyLilp \ "' \ pry0 WSDOT /APWA Standards and SpedficeNons, as approved end rnodlNed by In CRY of Renton b the Renton SEWER. ELEV. 423.6' ELEV. 4,24. ' \\ pr \ Standard Plan &Specifications. This shall Include nebmafy leveling efthe bench Mott. etilBtopoflhe \ I founddon material, as well as pbcement and compaction of required baking ffoWW, to uniform Wade so t)ekt s IN UNIMPROVED AREAS, MANHOLE TO EXTEND MIN �/ Res\ ICA erdre length of fie pipe will be supported on a uniformly deree, unyleldhg bees. Pipe bedding shelf be pea gravel 3. 6" AND MAX 12" ABOVE FINISHED GRADE. \\ a Incas above and below the pipe. - - -- _ - - - - - \ 4,2641 /1 16. Sanitary sewer pipe shell be polyvinyl chloride (PVC) tubber gaskeied A87M D 3094, SDR 35, or ductile Ion -- 100.04' '\ '70.03' _ dace 50, union otherwise approved by the Wastewater UdRy. a 18. In unimproved area, mew to extend minimum B Inches end meadmxn 121ntlee above finished grade or 58820'02 "E 331.77' •° O' R -4 \ - must have minimum 2' diameter concreted poured In area, covemst In d directions to Sa820'o2"E ss,. so' �lJLBC --� R -50. �Por & Did ✓ T.P. # 7 023059390 FI FV d]R ]' FI FV 476 R• match pevhg, o W l o 11 W i W J w j Q Q W D_ N . � ♦ J W M gTL W �Q E„ Z J W C) a 00 W ry T7 o W l o 11 N I 6i i Q J Q w j Q Q W D_ N . � ♦ Y gTL �Q W C) ry T7 R CO -m m N I 6i i Q J Q w j Q Q W D_ gTL �Q C) R CO -m m 42761 I EXPIRES, 02/07/ A S 1 Q8,s- 3620 ®R A5• U(L w a Ln Q CO Q1 � � C E LLn r'1 SHEET: A OF: 5 I) n SANITARY SEWER PROFILE EV2, SEC. 10, T. 23 N,, R. 5 E., W.M. o 1 " =20' (HORIZON) 1"=10' (VERTICAL) 450 EXS GRADE FINISHE: GRADE - 0 STREET GRADE OVE SEWER FINISHED GRADE EXISTING EXISTING GR DE OVER S WER OVER EXI TINE SEWER OVER SEWER 0 440 + 440 LJ.1 Z CL 430 rn 0 430 Z � w - i SSM #4 LV - IIO.S bro "P 130 5' STD M 48" 40M LF 8" LF 8 C 8 +5 .00, 170.1 LT N 420 0.0% ®�. 420 MH TYPE SSMH #2 B 54" MH TYPE SSMH #3 B 54" s% TE IE =430.0 444.2 W EXIS NG SEWER LINE S MH #1 NEW SADDLE MH 48' 6 +47.32. 112.16 7+15.58, 170.18 LT B ETZKE 05 35. 0.5 T 7 SSMH 3 Y Z = .2 410 - - TE =43 `d w34, ► 410 Q EXST SSIAH VERIFY LINE AND INVERTS C elm V5 TE =4 4.3 TE=439=0 4411.7 y29.6* IE =41 .5(EXST,) eLdlgan 428.8 eLC14Ae► -5'2 1 .q I CID 400 400 •b ° W `0 MH #1 Is saddle 48" MH 00 un n n o o n �5 F0 z 00 MH #2 and 3 are Tyoe B 54" Oi M M 00 TJ�(� } F a�� 3 MH #4 is standard 48" MH * } - W a 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 - 8+00 8 +50 - I x c �� o- s /'EECisa J � rn .,... MANHOLE FRAME AND CODER 6 SEE STD. PLAN 401 MANHOLE FRAME AND COVER _ PROPERTY LINE ADJUSTMENT RINGS (2" MIN.. ) 24 SEE NOTES 12" MAX. �e- f PER DRAWING 401. AJ , FUTURE MORTAR JO NT(S) {3/6" MINI } SEE NOTE : D - CONE (ECCENTRIC) ADJUSTMENT RINGS 2" MIN.) / SEE MOTE 6 6" BU3SNNG SLl°ffR PIPE BUR.DIHG.? _ RUBBER GASKETED JOINTS 1N c_ ACCORDANCE WITH ASTM C -443 (S, (3 &° PdIN. MORTAR JOINT } I ) SEE NOTE 5 4" MIN. TO \ qs '. _12'X 4" STUD MARKING POST PATNTEO 12" MAX. a o TEE €dTN s' s G B Er 8 "XS�XG` iVkte 'A93FlE t4TT11 DIE YX7R ©: "SEW'rR" STENt%LEO SURFACE OL9M0U'E YATN -�-C S ( CAST 1RC#E RINC &COVER IN X' AM SLACK LETTERS AND #6 WIRE u"f WRAFPEO AROUND, THE STUD AND k {CAST "KRIOAN IRON WORKS EXTENDED TO THE TOP OF THE 5RVOD Y97a OR APPROVED [DUAL., STEPS - POLYPROPYLENE. STEPS . .: =< 24 � ie �^ SPECIFY "SEWER" ON UD, -1 /2'� •' SHALL BE INCLUDED ' .�.., in a Q ¢ ¢ Ld > SEE STD. PLAN 403.1 FOR R" SIDE SE -y)rO AM i � o LAII[MANL.,EM INSTALLATION) 7' MIN. 'O'1 W d _.A, g„ h Ld D_ II ACCEPTABLE PROCEDURES FOR SME SENR CONNECTIMS TO MAIN CONCRETE RISER BY PIPE. INC'.; 0 A ONES ARE AS FOLtO4FS: A. "l CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE €.l£fY < ? OR APPROVED EQUAL.. _z � � 0 COUPLING'S (MBIRCO OR APPROVED EQUAL). °. 1h LLJ O Of L .B B. CONCRETE MAIN - CORE- Dt6LLE4 T'01 A ROMAC SADDLE (OR APPROVED CQOAL). '. 12" (.TYP) LADDER POLYPROPYLENE '� ° ? 4„ TX' . _54„ r C. PVC MAIN - CORE- DOLLEO HYTH A RQMAC. SADDLE (OR APPROVED j SHALL BE ATTACHED TO MANHOLE I / v v, > ° � n D m m m EQUAL) GOT IN A NEW TEE 0%0 RIG10 COUPLING$. 'E' ° a v - �- MAX. PIPE SIZE - v v`° D. DUCTILE PRON MAIN : - CORE- DRILLED SMTH A RONfAtt MOLE (OR a a a .APPROVED EQUALS " >. .. a ,. E MANHOLE CCNNEC7ROPN - ALL CONNECTIONS TO MANHOLES SHALL 9E CONCRETE SHELF NI b 9 6 $ AT MANUFACTURED KNOCK -OUTS, OR THE . STRUCTURE SHAD. BE CORE- MLLED_ 1 , < g PRECAST BASE SECTION OR CAST IN SHELF. • �� 6" R=3620 0 60" AkLOWABL:E MAX, � `B`""� FOR CAST IRON PIPE. OR DUCTILE IRON PIPE. iYVQO$ t 3:6 MIX u . Gt 00 CONCRETE g"4`" y i'A Pg+.�G'_ ��'`� BLOCKING NA_ A 2 st`'(E. j I NOT TO SCALE ,A,... B' 'C' D E' 48" MH 48' 6' MIN. 5' MIN 24' MIN. 27' LD. 54" MH 54' 8" MIN. 5 5' MIN. 24' MIN,. 24' I.D. ...I NOTES: r 2. STEPS AREBTO BE PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3, CASTING SHALL BE PER STD. PLAN 401 - ,e 6L .� 'Po R `O d+ �tSTEn" A'3S NON tONAL E r o } m i' C„CIVA 2 h9lN SLOPE -11 60" Mn I 60' 8" MIN. 6' MIN. 42" MIN. 30` I.D: 4, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. EXPIRES 02/07/ 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE G?OlTED, HORIZONTAL. N'OJESL 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED VATH A li 6" SIDE OUTLET TEE : COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY, BR ICKS SHALL SEWER 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 8E STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. 6" MIN MAIN SEWER MAIN 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. THE USE OF SHIMS IS PROHIBITED 3. CASTING SHALL BE PER STD. PLAN 401, 7, SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHA:'INELIiNG, 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. COATED (SEALED) WISH A. HIGH SOLIDS URETHANE COATING; WASSER W "UT°1?�;1; AL0CKth�' ,e,_ANtIti TYPit "(tl. SitT£ SF We".R F{.I:VA7ttiy 5. ALL JOINTS BETWEEN THE LONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. MC- A90SHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. W (n to , OF TEE AT MAIN OVER 28 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED VATH A COMBINATION OF R. RUBBER GASKETED JOINTS SHALL *s 'N CONFORMANCE NTH ASTM C -443. �' rt)JUSTMENT RINGS, BRICKS AND MORTAR. ONLY BRICKS. SHALL 8E STAGGERED TO CREATE A RUNNING CHANNEL HEIGHT SHALL A MINIMUM OF THE INSIDE DIAMETER THE LARGEST PIPE. > Ln ' 00 ELEVATION BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED % LE - TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, Kt#R -N -SEAL 1 U 10, P%. Q 7. SANITARY SEWER. MANHOLES SHALL HAVE. ALL INTERIOR SURFACES, INCLUDING CHANNELING, BOOTS OR EQUAL. BOOTS Oft IO � � COATED (SEALED) WITH A NIGH SOLIDS URETHANE COATING WASSER MC- AROSHIELO OR VED AREA it. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF &" AND A MAX1tAUh.9 OF > 0 4). APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE: 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS Q N Q rn UNLESS RITHERVVISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE S. RUBBER GASKETED JOINTS SHALL BE IN .CONFORMANCE WITH ASTM C -443, POURED AT GRACE, IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ,,10 A &fICSIAtLIM 2 5' CtFVE4i AT PRQiTEi2TY LINE OR .''s -5` LpYr 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. (n it THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR H C C APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" V Ln ,�j PUBT:SC WORKS SANITARY MANHOLE STD, PLAN - 400.2 ABOVE FINISHED GRADE OR MUST HAVE A. MINIMUM 2' DIAMETER CONCRETE RINGS' POURED AT GRADE. IN PAVED .AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.. LL i� AT o DEPARTM NTS STANDARD 3( ®E SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) STD',. PLAN -- 4051 L- SEPTEMBER. 2018 QSSY p� ��g r +ice ' PUBLIC ?F � STANDARD SANITARY MANHOLE STD. PLAN - 400,1 SEPTEMBER 2011 4� DEPAFiTME'JT �Wbl.LL1W Ln SHEET: OF: 5j O