The URL can be used to link to this page

Home My WebLink AboutzS-3187Seta o v a a 3 n \ o m � h s LL W a J Q) 0 0 z 0 w H Z w_ � 2 - z ti O i U o c U o G! w W I o � N � 'N o IN ti � L 0 o a aw a y C) 0 LI- Q Cn LL W w � z iQ r Q z Q $a 4� D CD z x 3 w 0 U 6- 1 U ®U m o- a d a Q O m m , SE 1/4, SECT KING COUNTY SEE SHEET PAD E8 441.5 PAD EL 440.5 6" 1E 4: 9 ; PAD EL. 441.5 i Ac j A t �I € 4 t I PAD EL 441,d� 6 /E 437 00 , j i 98' -6° PVC i SSMH 2' - 8 +54.75, 5.00 RT RIM 439.80 fp'rlE 430.15 (1N) 1o" lE 430.05 (OUT) DETEN77ON POND 10, TWP. 23N., RGE 5E., W.M. 9� 1 _• 1 1` 11 PAD EL 44.70 5 +29 38 L.F. 6 /9 43294 I 3 i I EX. CB` 70P 4"7 10 i � I \ I \ I 6" lE 444.85 ,p \\ ! PAD EL 441.5 . 12" 1Ej 444.65 431.48 \ 7 +29 38 L.F. s lE 431.54 \\ I 1.98' 4L, 431.87 �W- -! -� I LOT 11 I 434.58 1.7' I ' EX CB TOP 447.11 PAD fL 441.0 1 72" IF 444.50 \- A35 L.F. 6 lE 431.09 € ---- -- - ---�- I PAD ELF 4420 6 +50. 35 IIF. �•. � I � I ! I € 10' 1 SSMH 1 2 +12.50 OVER PIPE 1i3' -I0° PVC RIM 441.50 ° 10" IE 429.49 (lN) T 10° IE 429.39 (OUT) rs ' -20" STEEL CASING 1 0 7.5' -._. _.. Agora. Arimma. A.. a ,� -ma- r goa F i FENCE N Ariff W14 4r jwq V40 7 1 1 EX. 24" CDNC lE 439.00 TO BE REMOVED LULL Tr- - -�}� T -- -- - - _ �., 7.,..E TOP 436.44. EX SSMH ~ Z mine a zo �n 1 24- lE 436.44 (EJ O - ✓✓C TOP 4234 24 "IE 436 8 (NAf) - 4' CDNC CTR. CHANNEL EX CB V) - UNABLE TO ACCESS - IE 4J9.68 TOP 440.59 TO BE REMOVED)' `` -GPv- - - - _ ... T% -TRH.. _ l ... -._._ 8„ CUP 43854 (NE) EX 14' „ATE GPM-- .... .. EX SDMH TYPE�l1 48'" OS -7 _ _ l (r(7-BE' REMOVED) .. - ( _ ... - TOP 459r57' '. � -- _ - - 72" -C.- CRP l�. 434 86._.. ....._SDMH TYPE�11 -72" \ - ` - 15" CPP (N) 1E= 434.97 TOP 440.44 - `- REMOVE AND REPLACE --<- 7&" CONC. (E) 1E.= 434.90 ADJUST RIM TO MATCH NEW o \ CONCRETE PANEL. - t1X SSMH REPLACE EX. C9 W/ 60° SIDEWALK ELEVATION RIM 441.00 " RESTORA 77ON PER - RIM 443.21 TYPE -ll CB 78" CDNC IE 434.68 (W) EX SDMH CITY OF R£NTON 24" CONC. CTR. CHANNEL NEW 24° IE (N) 434.29 12° CONC. lE 435.89 (NE) - TOP 439.98» STANDARDS IE 428.77 NEW 12" IE W 434.86 18" CDNC. lE 434.72 E 12 CONC IF 432.23 (W)• () ( ) NEW CONNECT TO EX. SSMH 18" LE (E) 434.90 8" CCU lE 435.50 (SE) (PLUG) 36 CUP IE 434.98 (N). CDRE DRILL: INSTALL K.O.R. AND 36" CUP IE 434,53 EXISTING G 24" CDNC lE 43398 (E)• SEAL BOOT (OR SIMILAR) 36" CUP lE 43268 (S)* CONNECT TO EX /STING CB ( 18° IE 434.68 .(INFO PER TRIAD JOB 4` 98 -324) 10" IE VERIFY EX. I.E.) v 9 >r SIDE SFWFR CROSSING TABLE LOT # TOP 6- SS BOTT. 8° WA \ � I \ I \ I 431.09 433.09 \\ ! PAD EL 441.5 . LOT 2 431.48 \ 7 +29 38 L.F. s lE 431.54 \\ I 1.98' LOT 1 431.87 43379 I LOT 11 I 434.58 1.7' I ' PAD fL 441.0 1 A35 L.F. 6 lE 431.09 € � I � I ! I € 10' 1 SSMH 1 2 +12.50 OVER PIPE 1i3' -I0° PVC RIM 441.50 ° 10" IE 429.49 (lN) T 10° IE 429.39 (OUT) rs ' -20" STEEL CASING 1 0 7.5' -._. _.. Agora. Arimma. A.. a ,� -ma- r goa F i FENCE N Ariff W14 4r jwq V40 7 1 1 EX. 24" CDNC lE 439.00 TO BE REMOVED LULL Tr- - -�}� T -- -- - - _ �., 7.,..E TOP 436.44. EX SSMH ~ Z mine a zo �n 1 24- lE 436.44 (EJ O - ✓✓C TOP 4234 24 "IE 436 8 (NAf) - 4' CDNC CTR. CHANNEL EX CB V) - UNABLE TO ACCESS - IE 4J9.68 TOP 440.59 TO BE REMOVED)' `` -GPv- - - - _ ... T% -TRH.. _ l ... -._._ 8„ CUP 43854 (NE) EX 14' „ATE GPM-- .... .. EX SDMH TYPE�l1 48'" OS -7 _ _ l (r(7-BE' REMOVED) .. - ( _ ... - TOP 459r57' '. � -- _ - - 72" -C.- CRP l�. 434 86._.. ....._SDMH TYPE�11 -72" \ - ` - 15" CPP (N) 1E= 434.97 TOP 440.44 - `- REMOVE AND REPLACE --<- 7&" CONC. (E) 1E.= 434.90 ADJUST RIM TO MATCH NEW o \ CONCRETE PANEL. - t1X SSMH REPLACE EX. C9 W/ 60° SIDEWALK ELEVATION RIM 441.00 " RESTORA 77ON PER - RIM 443.21 TYPE -ll CB 78" CDNC IE 434.68 (W) EX SDMH CITY OF R£NTON 24" CONC. CTR. CHANNEL NEW 24° IE (N) 434.29 12° CONC. lE 435.89 (NE) - TOP 439.98» STANDARDS IE 428.77 NEW 12" IE W 434.86 18" CDNC. lE 434.72 E 12 CONC IF 432.23 (W)• () ( ) NEW CONNECT TO EX. SSMH 18" LE (E) 434.90 8" CCU lE 435.50 (SE) (PLUG) 36 CUP IE 434.98 (N). CDRE DRILL: INSTALL K.O.R. AND 36" CUP IE 434,53 EXISTING G 24" CDNC lE 43398 (E)• SEAL BOOT (OR SIMILAR) 36" CUP lE 43268 (S)* CONNECT TO EX /STING CB ( 18° IE 434.68 .(INFO PER TRIAD JOB 4` 98 -324) 10" IE VERIFY EX. I.E.) v 9 >r SIDE SFWFR CROSSING TABLE LOT # TOP 6- SS BOTT. 8° WA CLEARANCE LOT 3 431.09 433.09 2.0' LOT 2 431.48 433.46 1.98' LOT 1 431.87 43379 1.92' LOT 11 432.88 434.58 1.7' NOT TO SCALE i SCALE: 1 " = 40' 0 20 40 80 BENCHMAR/C%DATUM: BASIS OF PEAROM HWZ NAD 83051 aTY OF RENMIN GPS CONTROL NETN HOLD/N0 G7TY OF REN70W MQNUMEN75 GO.R.j/851 (BASE P091T) AND GQR. jim HOWZDNTAL DA7 .• HORU NTAL NAD 83/91 VERTICAL DATLMI.• VER77CAL- NAM 88 BENCHMARK: a7Y OF RENTGN SURVEY CON7ROIL NE7Mt?W MONUMENT j1852 3' BR1 SURFACE MONUMENT FOUND AT 7HE 01LY M OF NE 47H STREET(SE 128TH Sr) AND 1487H AVE SE ' r N? WOW OV W FAGS OF U77UTY POLE 8' ABOVE GRADE SE CDR OF 97E EL -4"7' TBI1 I' 7GP OF 414' QONC MONUMENT AT NE CAR OF 517E EL- 519.13 NOTE LOTS 6,7 AND 10 REQUIRE =BACK WATER VV^ AwwLUESS INSTALLED ON THE SEWER. CAA LOCA77ON OF EXIS77NG U77u77ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION OF U77U77ES PR /OR TO PROCEEDING WITH CONSTRUCTION. NOTE. ALL PROPOSED SANITARY SEWER MANHOLES SHALL BE 48 *0 UNLESS 07HERWISE INDICATED. NOTE'. • SEE SEPARATE VIA ER PLAN SET FOR WA7ER PLAN AND PRORLE INFORMATION Checked for Co licnce to City Standards a U 71zql.04- Q2004 TRIAD ASSOCIATES Z cc J 2 TR[AD ASSOCIATES 11814 115th Ave. NE KvldarM, WA 98034E-23 425.821.8448 425.821.3481 fax 800.489.0758 toll free w - Ibriadassoo.mm Lu M oft qlt� U Z 0 Z y 3 z o C; GERALD F. SUCK, A/Lp PROJECT MANAGER NICK A. MGFR• PLS PROJECT SURMOR REBECCA S. CUSITYAN, PE PROJECT ENGINEER "MY L COX, ASU PROJE T LANm-AArE ARCLLLIECI FIHST SUBMITTAL DATE: 4 114104 SCALE: ROM: l-40' YW.:N /A 1 pA 1 cyGGOS V WAS Uy m zI 4' 37359 - E',9 �OISTE4`a G, gJONAL B� w� EXPIRES !ii15 /05 S O STAMP NOT VALID UNLESS SIGNED AND DATED " So 00 JOB NO. 01-159 SHEET N0. 14OF33 oB SGANNEn O('T 0 8 2k It Q W LL v z o C; GERALD F. SUCK, A/Lp PROJECT MANAGER NICK A. MGFR• PLS PROJECT SURMOR REBECCA S. CUSITYAN, PE PROJECT ENGINEER "MY L COX, ASU PROJE T LANm-AArE ARCLLLIECI FIHST SUBMITTAL DATE: 4 114104 SCALE: ROM: l-40' YW.:N /A 1 pA 1 cyGGOS V WAS Uy m zI 4' 37359 - E',9 �OISTE4`a G, gJONAL B� w� EXPIRES !ii15 /05 S O STAMP NOT VALID UNLESS SIGNED AND DATED " So 00 JOB NO. 01-159 SHEET N0. 14OF33 oB SGANNEn O('T 0 8 2k It m z z z_ x 3 u O LJ_ Q V J z 0 z Z Q it i Z � o Dr, Z Q — Z � Q �P b 1 cYi ®¢g .ri�w azoc�oa�rr O V) d a o, 3 ° w o � � Q � � o o w r m z Q O O 2 ti W z z W p U U U U7 E B of ° 0- o v w 3 o O °° of � U O � Z aW wwp -!% -.0087 v r SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. I i 50 4ER \ 0 Rr RIM 44Z54 8 - _...` 10 lE 440.54 (l N) j 10' IE 440.44 (aur) TRACT F _ -- 23S'- 10P.VC _ _ - - --- JO' EASEMENT FOR INCRESS ECRESS '� - - -_- - ` -- -- - -- 448- -� � AND UTILITIES Y - -- ____ -- _ ;Tm REC. N0. 7208100354 i �_— _. 1�.5F so 1. F ROLL 19.5 KEY MAP NOT TO SCALE i N �t 71A SCALE: 1 " = 40' 0 20 40 80 s- ai87oa BENCHMARK /DATUM: BASIS OF BEARINQ NORIZ NAD 83/Vt CITY OF REN7ONI OPS CONTROL NUPORK Hamm aTY OF REN7av MONUMENTS C.O.R.j1851 (BASE PaNT) AND aaR. jim fMZONITAL DATUM: HORIZONTAL MAD &3/ VI VER77CAL DATUM: VER77CAL- NAND 88 BENCHMARK.* aTY OF REIV N SURVEY CONTROL NETWORK 10'" MT j1852 SUM CIE BRASS CE MOINUMENT FOUND AT 7HE CaWW? OF NE 47H S7REE7(SE 128TH ST.) AND 1487H A V£ SE '7BM A' SET RR SPIKE IN W. FACE OF U77UTY POLE .8' ABOVE GRADE S£ CON? OF SITE EL -4"7' 7BM 99' 70P OF 4X4' CONC MONUMENT AT N£ COR OF S TE EL- 519.13 NOTE.- ALL PROPOSED SANITARY SEWER MANHOLES SHALL BE 4810 UNLESS OTHERWISE INDICA7ED. NO7E.• SEE SEPARATE WATER PLAN SET FOR W47ER PLAN AND PROFILE INFORMA77ON A"e.G ,vsa ". ,;:tp✓,".,.s. '�fX ..w.i� ";.:. f in; �lfXr .,�'.,. ,r,av Checked for Co lionce to City Stcndords v ,,_ 1,7-) , _V - -7/ S' ?6 T RLA' J ASSOCIATES �_ ,814115th Ave. NE IGrldand. WA 98034 -8923 425.821.8448 425.821.3481 fax 800.488.0758 cal free w - tnadaasa wm Q Z. vWi V V Qz 2� Q I� �i 3 � V W cc O ti i. V � � a Z Z z a a a IQ 1, °z GERALD F. BUCK. AICP PROJECT MANAGER A(W A MGM, PLS PROJECT SURVEYOR REBECCA S WSHMAN, P£ PROJECT ENGINEER JUTERYL COI, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 4114104 SCALE: HONL* 1 ° -40' Va—wi.:N /A S wGo W A ti s9 � oz t�11 z A \ � �O 37359 A�c9 ECIST CGS. sr0NAL Be STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-159 U SHEET N0. 15 OF 31 r n o� r Or „ o JVrI17T`1C�' 1)1 fro z z_ x 3 y O O 75 Q O CO z w U w w� cn w J_ � J n, O Q ry n Z Q �a d O d :Ellg4 B� i ..— 99 1+� U W E U 0 3 azQ c� 000_ o! � o U a- V w o, Q 3 'o w s � a � � a o w } 0- m J 2 Q 0 0 O z � L W � z 0 0 J U V) o � w �3 a O O O of n � n O a oa 45 441 431 SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. _... _ _.. ..LOW POINT ELEV = 439.43 LOW POINT STA = 7 +46.21 EXI5IING GRUUNU PROPOSED FINISH GRADE EL. AT T7TYP EL. AT iF 7)P O �n^ Nn Np �^ h^ vn oin u1 ry r� V 4 +00 3 +00 2 +00 1+00 O z lvorw �2 % -fI E 450 LOW POINT ELEV = 439.68. W -, R LOW POINT STA = 3 +68.08'. LOW POINT ELEV = 44237 o 0i PW STA = 3 +35.25 LOW POINT STA = 1 +96.25 O 0i O PVI.ELEV = 439.02 PVl STA = 1 +4745 1 � SSD= 155.0' PW ELEV = 441.25 200.0' VC 3 � OF OVER C PIPE TYP 19zo" VC 't PROPOSED FINISH GRADE Q� v� _ OVER OF PIPE TIP — — — — — 'a Co o Q co + W r r CL hlii N vN - s� WW + d Q¢ h 10 W Lu _.... �• 440....... a 11 I� EXISTING GROUND / ' N fij W U U U U Y}j 71P a _ /. 4;g 0 �__ --_J 24"SroRM 440 — _ - 440 CROSSING PROPOSED FINISH GRADE (TYP) 430 113' -1D• PVC 5= 159 ,8. P VC S_Q OI72 I - ,- ,...... I SJMH 2 E7ssC0 RIM 439.80 10" IE 430.15 (IN) RIM 439.56 0 10• IE 430.05 (OUT) 6• If 434.73 (IN) 430 8• IE 434.56 (OUT) - PRORLE SCALE SSM 3 1.15 430 1'= 40' HORIZONTA RIM /4 6 (IN) 1' 4' VER77CAL 8• IF 431.83 (IN) 70• IE 431.56 (OUT) NE 4TH COURT EXI5IING GRUUNU PROPOSED FINISH GRADE EL. AT T7TYP EL. AT iF 7)P O �n^ Nn Np �^ h^ vn oin u1 ry r� V 4 +00 3 +00 2 +00 1+00 O z lvorw �2 % -fI E 450 166' -20• STEEL CASING PIPE GR -8 0.33 INCH - .THICK NON-COATED). CONTRACTOR TO DETERMINE REQUIRED SIZE AND PIPE SUPPORT. PLACE SPACERS ON 7HE SEWERLINE AND FILL THE SLEEVE WITH SAND. �218'-10` 0.0054 SMH 1 RIM 441.50 EX SSMH 10• IE 429.49 (IN) RIM 44324 10" IE 429.39 (OUT) 24" IE 4281; (CTR CHNL) PROFILE SCALE NEW 10• IE 428.22 (IN) 11 ° 40' HORIZONTA 1 4' VEP.77CAL SS -A EXISTING GROUND PROPOSED FINISH GRADE EL. OVER PIPE EL. AT TYP V, h ro'h W -, R N, 4) o 0i v Qi O O 0i O 2' 0i 1 � EXIS77NG GROUND 3 3 � OF OVER C PIPE TYP � i 't PROPOSED FINISH GRADE Q� v� _ OVER OF PIPE TIP — — — — — 166' -20• STEEL CASING PIPE GR -8 0.33 INCH - .THICK NON-COATED). CONTRACTOR TO DETERMINE REQUIRED SIZE AND PIPE SUPPORT. PLACE SPACERS ON 7HE SEWERLINE AND FILL THE SLEEVE WITH SAND. �218'-10` 0.0054 SMH 1 RIM 441.50 EX SSMH 10• IE 429.49 (IN) RIM 44324 10" IE 429.39 (OUT) 24" IE 4281; (CTR CHNL) PROFILE SCALE NEW 10• IE 428.22 (IN) 11 ° 40' HORIZONTA 1 4' VEP.77CAL SS -A EXISTING GROUND PROPOSED FINISH GRADE EL. OVER PIPE EL. AT TYP V, h ro'h mM -, U) -, h rnLr) 4) o 0i of O Qi O O 0i O 0i O 0i nl n 3 3 � 't V- v W jr Adh lk-1 wj W - a i i TRIAD ASSOCIATES 11814 115th Ave. NE arwand, WA 98034 -6923 425.821.8448 425.821.3481 fax 800- 488 -0756 toll free w -ft adassor -mm C e? � g 11 ACC °z GERALD F. BUCK, AICP PROJECT MANAGER NICK A. YMWGER, PLS PROJECT SURVEYOR REBECCA S CUSMMAN, PE PROJECT ENGINEER J97ERY L COX ASU PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 4114104 SCALE: III=:1 -¢0° VW.: 1 ° =4, 1 �'I'0A S �v�`v4GCj WA H 19 C 2 0 z yox \ \\ 37359 = xP.a'cS '-5/05 Checked for Compl' nce to City Standards _ STAMP NOT VALID Im _ UNLESS SIGNED AND DATED I� � -7 /mac /na JOB N0. 01-159 SHEEP N0. 160E 3 2 0 i co y 3 3 se V �` SCANNEI ()(`T 0 8 _lea% s � a 3 3 � > Q� v� o� 'a Co o Q co W U. O .3 pq U U V ¢ C � a a C e? � g 11 ACC °z GERALD F. BUCK, AICP PROJECT MANAGER NICK A. YMWGER, PLS PROJECT SURVEYOR REBECCA S CUSMMAN, PE PROJECT ENGINEER J97ERY L COX ASU PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 4114104 SCALE: III=:1 -¢0° VW.: 1 ° =4, 1 �'I'0A S �v�`v4GCj WA H 19 C 2 0 z yox \ \\ 37359 = xP.a'cS '-5/05 Checked for Compl' nce to City Standards _ STAMP NOT VALID Im _ UNLESS SIGNED AND DATED I� � -7 /mac /na JOB N0. 01-159 SHEEP N0. 160E 3 3 se ®2004 TRIAD ASSOCIATES �` SCANNEI ()(`T 0 8 _lea% s � LI z_ x 3 4\ / SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. 20' -20' 57EEL CASING PIPE GR-B) (0.33 /NCH THICK sskH 16 NON- COATED . CONTRACTOR TO DETERMINE REQUIRED 9, 6�- 35.95, 5.85 L T RIM 460.89 AND FILL THE SLEEVE WITH SAND. 0075 1DE DROP SSMH IBA O 8 1 IE 452.89 (IN) 10' I£ 44298 (IN) 48 i 47 1q�' IE 442.88 (OUT) PVCN�� - RlM 4 I 1 PAD EL. i PAD EL 4580 ; 15' PUBLIC SEWER- '8"i471 4 455.D SSMH 15 4H. i Q I - _!+67.Y9, - HT IM 460.29 I 18+61 (SEE PROFILE, �f{EET 25)", R v -10 " 1E- 442.-71 •40 IE 442.61 T) (OU II 46 II PAD EL 459.5 1 1 +96 18 L F. 6 /E 454 50 II I� z rl L I . I a I 45 w PAD EL. 459.0 6 +1E`,454 00 U i 2+84 19 L F E �; c:_- 44 45300 Z Q - -6 -1E v PAD EL 458.0 ry:. Z I l 3 +23 19 L F.1 I 4,j 6 /E 452.50 1 w O I i 'PAD,, EL. 457.5 I CIO C) 2 �I V L F Z 63429_4'592. 00 42 11' SSMH f0 Q I- `� 1 PAD £L '.457.0 3 +93.97, 4.79 RT RIM 457.64 1.. Z 10" 1E 441.91 (IN) 1 . Q 10" 1E 441.81 (OUT) `!1 cf) 4 I' I' 41 _ $P Q- o 1 PAD EL 456.5 •4 +19 19 L F 1 6 IE�4.51� n n jl 4 4 + L.F. 47 'd 419 6° IE 56.50 40 1 � j, PAD EL. 455.5 jl ws I l� I N a m SSMH 6 i N N 5 +07.47, 4.80 RT z w z RIM 454.66 (� n 10' IE 441.47 (IN) UM i' ,I: 8" IE 441.64 (IN) d = I 10" lE 441.37 (OUT) i° az 0 a °I �n vV)1 O a 3 U (n 0_ N w ! Q a o w a m o J aC) Q 0 e 0 O w o ~ z w � s z p U O E ° c b � o v 13 v O O cn U w > w � No � U W -o o d aw O Z 4\ / SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. � PAD EL 462.0 \\ �\ �1 1 � . I ..,�,, • + 1 t t '� 1 � ; '� t� ��5 M8 33 L.F. 6 /E 456.00 I j i 4t 28 L.F. 16 65 /E 470.00 i SSMH 17 4 +8286 4.77 LT RIM 472.61 3tb1 26 L:F 8' lE 463.25 (IN) 8° IE 463.15 (OUT) i i l l I; I ',i 6 '.lE 48200 1, 10 y. 9 $ PAD EL 461.5 I I 1 1 FeAD £L PAD EL �• 2 L0 F. 1 1 I i I i I l 1 P 74.0 478.0 l P4A8D 6 .E0 +, 62 tl >. 6 IE 4531. 5 L , 2+82 33 L.F. O 1 l6 I ( 11 1 I R 14 �,. I; 6 II ---- - - - - -- 16 �� `- - - 19 # i FINISH GRADE I I I PAD EL i P473.0 +, I PAD EL =., CONTOURS N TIP i I 470.0 477.0 ' I PAD EL 1 i I I 1 1 1 �;_ I SSMH'1 i 481.0 I? 44- 78.65,! 4.75 R : PAD EL 460.0 ..- \\ . \ - - -- - - - ` "�h45-5-56- 5 HN} =460 -' !6P 69 38 L.F. - - -- - \ /£ 454.00 �` lE 460._00= __ lE 46,8.00 `� 5i 67 18 L.F-`I PAD EL \ EXIS77NG GROUND % - 6 /E 457.00 ,�, PAD Ei. �I `� \ PAr EL PAD EL. - •� 461.0 ;/ .. -__..� ...... �. .. ._ ....._..1 ;* l i(SCE PROF I 1 16+591 32 L.F. 5 +78 32 LF. 15 +58 32 I = 6 /£I 452.00 6 /E 450.10 16 /E 457.: I �6 32 31 30 PAD ELI PAD EL i PAD EL 9 I 458.0 I 45x.0 460.0 UNDER GROUNOPOWER LINE NORTHEAST (TO BE RELOCATED UNDERGROUND) 468.0 :EET 24) I i i - ; DT 4+79 3 L.F. PAO EL I 6 81472 5� /E 1 39 i 469 0 - X-- - - - - -- PAD EL .,., I I 460 464.0 J •� 1 ` 27 p EL I PAD EL XD 0.0 i I 463.0 IDO 2 z4 (fff E 482.07 (OUT). ' AD EL PAD EL 1 476.0`I i � Wk ----- _ - '- 26� PAD EL 467.0 f3 �1 2T, PAD £L 4 /1 RIAD ASSOCIATES __ 11814 115th Ave NE IGrldand. WA 98034 -8923 425.821.8448 425 821 3481 fax 800.488.0756 toll free www.Madassoc_com i � 1E 12" CONC. lE 498.7 I j ! _KING COUNTY 2 CITY OFR -RTON - - - - - -- Z ( EX. CB W TRASH RACK ,tI �. Flz� 94 16.•00 RT l_ .A _ _ I (S.) E 492.42 8; t.. sa (OUry �,' I AN 2 _ cn 3 E.X. CB Z -" TOP 497.34 12'• ADS (N-), IE 492.56 Q '* 72 ADS (E.) 1E 492.68 12" ADS (S.) 1E 492.70 KEY MAP 4 , G - -_ NOT TO SCALE ` ..- _. _..._' - __- _ _ _......_ _ UP I Z to EX POWER POLE Syp ( -t r (TO BE REMOVED) O �j "4+86,J6 LF Co V 0 1 Cc 1 - jjI E EX 12- CONC. ' 22`11 -. 1 `: IE 491.5 ` PAD EL 488.0 I ,2+37 36 LF : I� I SCALE: 1" = 40' Va O Q lE 484:00 , i I 0 20 40 80 Z f ----------- - -- . �� i Ex. rz" con c. W t IE 489.3 S \ 11+61 36 LF. ' 6 /EE .00 23 ' `, \ . I it .. O a PAD EL 484.0 i1plrF� _ 1 SSMH 1� y.. it : SEE PROFILE SS -B ! 2 +83.22, 5.W3 RT I SHEET 23 i � C1 "R(M 48250• \ - 81E fn. 50 f1h) 47A40; OUT) • 1 = DP LI TRANSFORMER a4 -- L- ---- ---480- ---� ` - rr 46 LF. 6° PVC `\ �T 1 :� 1 +35 20 L.F. 1 a a i- 6 lE 475.00 •, i I ,. v, I 1 I 6 " : CLEAINOUT 24 •, � i I,1 W �� i . -. 6 IE 472.50 w._ TRACT -, I .I I 12 " TOP CONC. 4973 ...... .. ._� 2� 4 (N.) IE 483 4 12 " CONC. (S) IE 483.4 m o O TRACT .T I _ OVER HEAD POWER LINE o , I EAST, WEST, NORTH, SOUTH AND NORTHEAST (TO BE RELOCA7ED UNDERGROUND) UP GA NOTE z - r rrcnv r r rnvr.�++c.� n - -- ----- ..___....... PUBLIC SEWER EASEMENT GERALD F MXK AICP PROJECT MANAGER SSMH 8 NICK A. 1'9/GER, KS 2f +8x.26, 16.00 RT NOTE: PROJECT SURMOR RIM 482.98 SSMH 7 HAS BEEN ELIMIATED DROP CONNEC770N REBECCA S. Ct/9lMAN, PE 8 IE 477.0 (I PROJECT ENGINEER ' 8' IE 467.60 (ON) UT) _ JgFFMYL COr AMA NOTE LOT 28 REQUIRES A BACKWATER VALVE PROJECT LANDSCAPE ARCHITECT INSTALLED ON 714E SIDE SEWER. FIRST SUBMITTAL DATE: 4114104 SCALE: L.:1 =40' vw.:: /A BENCHMAff,eDA TUM: BASS OF BEARING CBU.II�I HARIZ NAD 83/51 LOCATION OF EXIS77NG U77LI77ES SHOWN IS aTY OF RENTOY GPS CONTROL NETWORK APPROXIMATE AND MAY NOT BE ACCURATE OR ALL HOLDIIIG CITY OF RENTON MONUMENTS GOR.11851 INCLUSIVE IT IS THE CONTRACTORS OR (BASE Pow) AND QO.R. 11852 RESPONSIBILITY TO FIELD VERIFY LOCATION OF �I HORIZONTAL DATUM: UTILITIES PRIOR TO PROCEEDING W17H CONS7RUC77ON. Gt S CU HORIZONTAL NAD 83/91 O�w oV WAS# 19 VER77CAL DATUM: a\ y VER77C4- NAVD 88 NOTE. • ALL PROPOSED SANITARY SEWER MANHOLES 71 SHALL BE 48 70 UNLESS OTHERWISE INDICATED. ii`E n\ FR rM 1 F� BENCHMARK: U: o m CITY OF RENTON SURVEY CONTROL NETWORK CA>iCAL -'TE r0NU" N SURFACE MONUMENT F01/ND �� IONAL G TOP OF rAPaIN®LLS LacJgTE!�, AT 7HE CORNER OF NE 47H STREF7(SE 1287H ST.) NOTE. SEE SEPARATE WATER PLAN SET FOR WATER ' ou ralbE AND 148TH AVE SE PLAN AND PROFILE INFORMATION EX�IPES 1V111 '7BAI A SET RR SPIKE IN W. FACE OF U77UTY POLE - -- 8'ABOVE GRADE �FE OF SZE Checked for Complionce to City Stcndords STAX NOI' VALID 79M 1s' TOP OF 4'X4' CONC MONUMENT /,zq (� UNLESS SIGNED AND DATED AT NE COR. OF S7E n ° EL- 519.13 [ 7%24 o JOB NO. 1-159 SIDE SEWER CROSSING TABLE LOT ,j/ TOP 6" SS BOTT. 8" WA CLEARANCE LOT 31 450.84 45287 2.03' LOT 30 451.42 453.38 1.96' LOT 29 456.43 458.17 f.74' SHEET NO. 170P 33 0 ®2004 TRIAD ASSOCIATES I __ SCANNEn orT p 8 Ana ® h • It I= K !�I I� 3:, 0 20' -20' 57EEL CASING PIPE GR-B) (0.33 /NCH THICK NON- COATED . CONTRACTOR TO DETERMINE REQUIRED 9, AND PIPE SUPPORT. PLACE SPACERS ON 77-IE SEWERLINE AND FILL THE SLEEVE WITH SAND. SEE PROFILE S SSMH IBA SHEET 30 3 3+1235, 40.50 RT PVCN�� - RlM 4 ;3+54.08, 8.27 LT- ; ; 15' PUBLIC SEWER- '8"i471 4 t= EAS4MENT i 4H. i 1 +43 ' 18+61 (SEE PROFILE, �f{EET 25)", R RIM 4 IE � PAD EL 462.0 \\ �\ �1 1 � . I ..,�,, • + 1 t t '� 1 � ; '� t� ��5 M8 33 L.F. 6 /E 456.00 I j i 4t 28 L.F. 16 65 /E 470.00 i SSMH 17 4 +8286 4.77 LT RIM 472.61 3tb1 26 L:F 8' lE 463.25 (IN) 8° IE 463.15 (OUT) i i l l I; I ',i 6 '.lE 48200 1, 10 y. 9 $ PAD EL 461.5 I I 1 1 FeAD £L PAD EL �• 2 L0 F. 1 1 I i I i I l 1 P 74.0 478.0 l P4A8D 6 .E0 +, 62 tl >. 6 IE 4531. 5 L , 2+82 33 L.F. O 1 l6 I ( 11 1 I R 14 �,. I; 6 II ---- - - - - -- 16 �� `- - - 19 # i FINISH GRADE I I I PAD EL i P473.0 +, I PAD EL =., CONTOURS N TIP i I 470.0 477.0 ' I PAD EL 1 i I I 1 1 1 �;_ I SSMH'1 i 481.0 I? 44- 78.65,! 4.75 R : PAD EL 460.0 ..- \\ . \ - - -- - - - ` "�h45-5-56- 5 HN} =460 -' !6P 69 38 L.F. - - -- - \ /£ 454.00 �` lE 460._00= __ lE 46,8.00 `� 5i 67 18 L.F-`I PAD EL \ EXIS77NG GROUND % - 6 /E 457.00 ,�, PAD Ei. �I `� \ PAr EL PAD EL. - •� 461.0 ;/ .. -__..� ...... �. .. ._ ....._..1 ;* l i(SCE PROF I 1 16+591 32 L.F. 5 +78 32 LF. 15 +58 32 I = 6 /£I 452.00 6 /E 450.10 16 /E 457.: I �6 32 31 30 PAD ELI PAD EL i PAD EL 9 I 458.0 I 45x.0 460.0 UNDER GROUNOPOWER LINE NORTHEAST (TO BE RELOCATED UNDERGROUND) 468.0 :EET 24) I i i - ; DT 4+79 3 L.F. PAO EL I 6 81472 5� /E 1 39 i 469 0 - X-- - - - - -- PAD EL .,., I I 460 464.0 J •� 1 ` 27 p EL I PAD EL XD 0.0 i I 463.0 IDO 2 z4 (fff E 482.07 (OUT). ' AD EL PAD EL 1 476.0`I i � Wk ----- _ - '- 26� PAD EL 467.0 f3 �1 2T, PAD £L 4 /1 RIAD ASSOCIATES __ 11814 115th Ave NE IGrldand. WA 98034 -8923 425.821.8448 425 821 3481 fax 800.488.0756 toll free www.Madassoc_com i � 1E 12" CONC. lE 498.7 I j ! _KING COUNTY 2 CITY OFR -RTON - - - - - -- Z ( EX. CB W TRASH RACK ,tI �. Flz� 94 16.•00 RT l_ .A _ _ I (S.) E 492.42 8; t.. sa (OUry �,' I AN 2 _ cn 3 E.X. CB Z -" TOP 497.34 12'• ADS (N-), IE 492.56 Q '* 72 ADS (E.) 1E 492.68 12" ADS (S.) 1E 492.70 KEY MAP 4 , G - -_ NOT TO SCALE ` ..- _. _..._' - __- _ _ _......_ _ UP I Z to EX POWER POLE Syp ( -t r (TO BE REMOVED) O �j "4+86,J6 LF Co V 0 1 Cc 1 - jjI E EX 12- CONC. ' 22`11 -. 1 `: IE 491.5 ` PAD EL 488.0 I ,2+37 36 LF : I� I SCALE: 1" = 40' Va O Q lE 484:00 , i I 0 20 40 80 Z f ----------- - -- . �� i Ex. rz" con c. W t IE 489.3 S \ 11+61 36 LF. ' 6 /EE .00 23 ' `, \ . I it .. O a PAD EL 484.0 i1plrF� _ 1 SSMH 1� y.. it : SEE PROFILE SS -B ! 2 +83.22, 5.W3 RT I SHEET 23 i � C1 "R(M 48250• \ - 81E fn. 50 f1h) 47A40; OUT) • 1 = DP LI TRANSFORMER a4 -- L- ---- ---480- ---� ` - rr 46 LF. 6° PVC `\ �T 1 :� 1 +35 20 L.F. 1 a a i- 6 lE 475.00 •, i I ,. v, I 1 I 6 " : CLEAINOUT 24 •, � i I,1 W �� i . -. 6 IE 472.50 w._ TRACT -, I .I I 12 " TOP CONC. 4973 ...... .. ._� 2� 4 (N.) IE 483 4 12 " CONC. (S) IE 483.4 m o O TRACT .T I _ OVER HEAD POWER LINE o , I EAST, WEST, NORTH, SOUTH AND NORTHEAST (TO BE RELOCA7ED UNDERGROUND) UP GA NOTE z - r rrcnv r r rnvr.�++c.� n - -- ----- ..___....... PUBLIC SEWER EASEMENT GERALD F MXK AICP PROJECT MANAGER SSMH 8 NICK A. 1'9/GER, KS 2f +8x.26, 16.00 RT NOTE: PROJECT SURMOR RIM 482.98 SSMH 7 HAS BEEN ELIMIATED DROP CONNEC770N REBECCA S. Ct/9lMAN, PE 8 IE 477.0 (I PROJECT ENGINEER ' 8' IE 467.60 (ON) UT) _ JgFFMYL COr AMA NOTE LOT 28 REQUIRES A BACKWATER VALVE PROJECT LANDSCAPE ARCHITECT INSTALLED ON 714E SIDE SEWER. FIRST SUBMITTAL DATE: 4114104 SCALE: L.:1 =40' vw.:: /A BENCHMAff,eDA TUM: BASS OF BEARING CBU.II�I HARIZ NAD 83/51 LOCATION OF EXIS77NG U77LI77ES SHOWN IS aTY OF RENTOY GPS CONTROL NETWORK APPROXIMATE AND MAY NOT BE ACCURATE OR ALL HOLDIIIG CITY OF RENTON MONUMENTS GOR.11851 INCLUSIVE IT IS THE CONTRACTORS OR (BASE Pow) AND QO.R. 11852 RESPONSIBILITY TO FIELD VERIFY LOCATION OF �I HORIZONTAL DATUM: UTILITIES PRIOR TO PROCEEDING W17H CONS7RUC77ON. Gt S CU HORIZONTAL NAD 83/91 O�w oV WAS# 19 VER77CAL DATUM: a\ y VER77C4- NAVD 88 NOTE. • ALL PROPOSED SANITARY SEWER MANHOLES 71 SHALL BE 48 70 UNLESS OTHERWISE INDICATED. ii`E n\ FR rM 1 F� BENCHMARK: U: o m CITY OF RENTON SURVEY CONTROL NETWORK CA>iCAL -'TE r0NU" N SURFACE MONUMENT F01/ND �� IONAL G TOP OF rAPaIN®LLS LacJgTE!�, AT 7HE CORNER OF NE 47H STREF7(SE 1287H ST.) NOTE. SEE SEPARATE WATER PLAN SET FOR WATER ' ou ralbE AND 148TH AVE SE PLAN AND PROFILE INFORMATION EX�IPES 1V111 '7BAI A SET RR SPIKE IN W. FACE OF U77UTY POLE - -- 8'ABOVE GRADE �FE OF SZE Checked for Complionce to City Stcndords STAX NOI' VALID 79M 1s' TOP OF 4'X4' CONC MONUMENT /,zq (� UNLESS SIGNED AND DATED AT NE COR. OF S7E n ° EL- 519.13 [ 7%24 o JOB NO. 1-159 SIDE SEWER CROSSING TABLE LOT ,j/ TOP 6" SS BOTT. 8" WA CLEARANCE LOT 31 450.84 45287 2.03' LOT 30 451.42 453.38 1.96' LOT 29 456.43 458.17 f.74' SHEET NO. 170P 33 0 ®2004 TRIAD ASSOCIATES I __ SCANNEn orT p 8 Ana ® h • It I= K !�I I� 3:, 0 PAD EL. - •� 461.0 ;/ .. -__..� ...... �. .. ._ ....._..1 ;* l i(SCE PROF I 1 16+591 32 L.F. 5 +78 32 LF. 15 +58 32 I = 6 /£I 452.00 6 /E 450.10 16 /E 457.: I �6 32 31 30 PAD ELI PAD EL i PAD EL 9 I 458.0 I 45x.0 460.0 UNDER GROUNOPOWER LINE NORTHEAST (TO BE RELOCATED UNDERGROUND) 468.0 :EET 24) I i i - ; DT 4+79 3 L.F. PAO EL I 6 81472 5� /E 1 39 i 469 0 - X-- - - - - -- PAD EL .,., I I 460 464.0 J •� 1 ` 27 p EL I PAD EL XD 0.0 i I 463.0 IDO 2 z4 (fff E 482.07 (OUT). ' AD EL PAD EL 1 476.0`I i � Wk ----- _ - '- 26� PAD EL 467.0 f3 �1 2T, PAD £L 4 /1 RIAD ASSOCIATES __ 11814 115th Ave NE IGrldand. WA 98034 -8923 425.821.8448 425 821 3481 fax 800.488.0756 toll free www.Madassoc_com i � 1E 12" CONC. lE 498.7 I j ! _KING COUNTY 2 CITY OFR -RTON - - - - - -- Z ( EX. CB W TRASH RACK ,tI �. Flz� 94 16.•00 RT l_ .A _ _ I (S.) E 492.42 8; t.. sa (OUry �,' I AN 2 _ cn 3 E.X. CB Z -" TOP 497.34 12'• ADS (N-), IE 492.56 Q '* 72 ADS (E.) 1E 492.68 12" ADS (S.) 1E 492.70 KEY MAP 4 , G - -_ NOT TO SCALE ` ..- _. _..._' - __- _ _ _......_ _ UP I Z to EX POWER POLE Syp ( -t r (TO BE REMOVED) O �j "4+86,J6 LF Co V 0 1 Cc 1 - jjI E EX 12- CONC. ' 22`11 -. 1 `: IE 491.5 ` PAD EL 488.0 I ,2+37 36 LF : I� I SCALE: 1" = 40' Va O Q lE 484:00 , i I 0 20 40 80 Z f ----------- - -- . �� i Ex. rz" con c. W t IE 489.3 S \ 11+61 36 LF. ' 6 /EE .00 23 ' `, \ . I it .. O a PAD EL 484.0 i1plrF� _ 1 SSMH 1� y.. it : SEE PROFILE SS -B ! 2 +83.22, 5.W3 RT I SHEET 23 i � C1 "R(M 48250• \ - 81E fn. 50 f1h) 47A40; OUT) • 1 = DP LI TRANSFORMER a4 -- L- ---- ---480- ---� ` - rr 46 LF. 6° PVC `\ �T 1 :� 1 +35 20 L.F. 1 a a i- 6 lE 475.00 •, i I ,. v, I 1 I 6 " : CLEAINOUT 24 •, � i I,1 W �� i . -. 6 IE 472.50 w._ TRACT -, I .I I 12 " TOP CONC. 4973 ...... .. ._� 2� 4 (N.) IE 483 4 12 " CONC. (S) IE 483.4 m o O TRACT .T I _ OVER HEAD POWER LINE o , I EAST, WEST, NORTH, SOUTH AND NORTHEAST (TO BE RELOCA7ED UNDERGROUND) UP GA NOTE z - r rrcnv r r rnvr.�++c.� n - -- ----- ..___....... PUBLIC SEWER EASEMENT GERALD F MXK AICP PROJECT MANAGER SSMH 8 NICK A. 1'9/GER, KS 2f +8x.26, 16.00 RT NOTE: PROJECT SURMOR RIM 482.98 SSMH 7 HAS BEEN ELIMIATED DROP CONNEC770N REBECCA S. Ct/9lMAN, PE 8 IE 477.0 (I PROJECT ENGINEER ' 8' IE 467.60 (ON) UT) _ JgFFMYL COr AMA NOTE LOT 28 REQUIRES A BACKWATER VALVE PROJECT LANDSCAPE ARCHITECT INSTALLED ON 714E SIDE SEWER. FIRST SUBMITTAL DATE: 4114104 SCALE: L.:1 =40' vw.:: /A BENCHMAff,eDA TUM: BASS OF BEARING CBU.II�I HARIZ NAD 83/51 LOCATION OF EXIS77NG U77LI77ES SHOWN IS aTY OF RENTOY GPS CONTROL NETWORK APPROXIMATE AND MAY NOT BE ACCURATE OR ALL HOLDIIIG CITY OF RENTON MONUMENTS GOR.11851 INCLUSIVE IT IS THE CONTRACTORS OR (BASE Pow) AND QO.R. 11852 RESPONSIBILITY TO FIELD VERIFY LOCATION OF �I HORIZONTAL DATUM: UTILITIES PRIOR TO PROCEEDING W17H CONS7RUC77ON. Gt S CU HORIZONTAL NAD 83/91 O�w oV WAS# 19 VER77CAL DATUM: a\ y VER77C4- NAVD 88 NOTE. • ALL PROPOSED SANITARY SEWER MANHOLES 71 SHALL BE 48 70 UNLESS OTHERWISE INDICATED. ii`E n\ FR rM 1 F� BENCHMARK: U: o m CITY OF RENTON SURVEY CONTROL NETWORK CA>iCAL -'TE r0NU" N SURFACE MONUMENT F01/ND �� IONAL G TOP OF rAPaIN®LLS LacJgTE!�, AT 7HE CORNER OF NE 47H STREF7(SE 1287H ST.) NOTE. SEE SEPARATE WATER PLAN SET FOR WATER ' ou ralbE AND 148TH AVE SE PLAN AND PROFILE INFORMATION EX�IPES 1V111 '7BAI A SET RR SPIKE IN W. FACE OF U77UTY POLE - -- 8'ABOVE GRADE �FE OF SZE Checked for Complionce to City Stcndords STAX NOI' VALID 79M 1s' TOP OF 4'X4' CONC MONUMENT /,zq (� UNLESS SIGNED AND DATED AT NE COR. OF S7E n ° EL- 519.13 [ 7%24 o JOB NO. 1-159 SIDE SEWER CROSSING TABLE LOT ,j/ TOP 6" SS BOTT. 8" WA CLEARANCE LOT 31 450.84 45287 2.03' LOT 30 451.42 453.38 1.96' LOT 29 456.43 458.17 f.74' SHEET NO. 170P 33 0 ®2004 TRIAD ASSOCIATES I __ SCANNEn orT p 8 Ana ® h • It I= K !�I I� 3:, 0 UNDER GROUNOPOWER LINE NORTHEAST (TO BE RELOCATED UNDERGROUND) 468.0 :EET 24) I i i - ; DT 4+79 3 L.F. PAO EL I 6 81472 5� /E 1 39 i 469 0 - X-- - - - - -- PAD EL .,., I I 460 464.0 J •� 1 ` 27 p EL I PAD EL XD 0.0 i I 463.0 IDO 2 z4 (fff E 482.07 (OUT). ' AD EL PAD EL 1 476.0`I i � Wk ----- _ - '- 26� PAD EL 467.0 f3 �1 2T, PAD £L 4 /1 RIAD ASSOCIATES __ 11814 115th Ave NE IGrldand. WA 98034 -8923 425.821.8448 425 821 3481 fax 800.488.0756 toll free www.Madassoc_com i � 1E 12" CONC. lE 498.7 I j ! _KING COUNTY 2 CITY OFR -RTON - - - - - -- Z ( EX. CB W TRASH RACK ,tI �. Flz� 94 16.•00 RT l_ .A _ _ I (S.) E 492.42 8; t.. sa (OUry �,' I AN 2 _ cn 3 E.X. CB Z -" TOP 497.34 12'• ADS (N-), IE 492.56 Q '* 72 ADS (E.) 1E 492.68 12" ADS (S.) 1E 492.70 KEY MAP 4 , G - -_ NOT TO SCALE ` ..- _. _..._' - __- _ _ _......_ _ UP I Z to EX POWER POLE Syp ( -t r (TO BE REMOVED) O �j "4+86,J6 LF Co V 0 1 Cc 1 - jjI E EX 12- CONC. ' 22`11 -. 1 `: IE 491.5 ` PAD EL 488.0 I ,2+37 36 LF : I� I SCALE: 1" = 40' Va O Q lE 484:00 , i I 0 20 40 80 Z f ----------- - -- . �� i Ex. rz" con c. W t IE 489.3 S \ 11+61 36 LF. ' 6 /EE .00 23 ' `, \ . I it .. O a PAD EL 484.0 i1plrF� _ 1 SSMH 1� y.. it : SEE PROFILE SS -B ! 2 +83.22, 5.W3 RT I SHEET 23 i � C1 "R(M 48250• \ - 81E fn. 50 f1h) 47A40; OUT) • 1 = DP LI TRANSFORMER a4 -- L- ---- ---480- ---� ` - rr 46 LF. 6° PVC `\ �T 1 :� 1 +35 20 L.F. 1 a a i- 6 lE 475.00 •, i I ,. v, I 1 I 6 " : CLEAINOUT 24 •, � i I,1 W �� i . -. 6 IE 472.50 w._ TRACT -, I .I I 12 " TOP CONC. 4973 ...... .. ._� 2� 4 (N.) IE 483 4 12 " CONC. (S) IE 483.4 m o O TRACT .T I _ OVER HEAD POWER LINE o , I EAST, WEST, NORTH, SOUTH AND NORTHEAST (TO BE RELOCA7ED UNDERGROUND) UP GA NOTE z - r rrcnv r r rnvr.�++c.� n - -- ----- ..___....... PUBLIC SEWER EASEMENT GERALD F MXK AICP PROJECT MANAGER SSMH 8 NICK A. 1'9/GER, KS 2f +8x.26, 16.00 RT NOTE: PROJECT SURMOR RIM 482.98 SSMH 7 HAS BEEN ELIMIATED DROP CONNEC770N REBECCA S. Ct/9lMAN, PE 8 IE 477.0 (I PROJECT ENGINEER ' 8' IE 467.60 (ON) UT) _ JgFFMYL COr AMA NOTE LOT 28 REQUIRES A BACKWATER VALVE PROJECT LANDSCAPE ARCHITECT INSTALLED ON 714E SIDE SEWER. FIRST SUBMITTAL DATE: 4114104 SCALE: L.:1 =40' vw.:: /A BENCHMAff,eDA TUM: BASS OF BEARING CBU.II�I HARIZ NAD 83/51 LOCATION OF EXIS77NG U77LI77ES SHOWN IS aTY OF RENTOY GPS CONTROL NETWORK APPROXIMATE AND MAY NOT BE ACCURATE OR ALL HOLDIIIG CITY OF RENTON MONUMENTS GOR.11851 INCLUSIVE IT IS THE CONTRACTORS OR (BASE Pow) AND QO.R. 11852 RESPONSIBILITY TO FIELD VERIFY LOCATION OF �I HORIZONTAL DATUM: UTILITIES PRIOR TO PROCEEDING W17H CONS7RUC77ON. Gt S CU HORIZONTAL NAD 83/91 O�w oV WAS# 19 VER77CAL DATUM: a\ y VER77C4- NAVD 88 NOTE. • ALL PROPOSED SANITARY SEWER MANHOLES 71 SHALL BE 48 70 UNLESS OTHERWISE INDICATED. ii`E n\ FR rM 1 F� BENCHMARK: U: o m CITY OF RENTON SURVEY CONTROL NETWORK CA>iCAL -'TE r0NU" N SURFACE MONUMENT F01/ND �� IONAL G TOP OF rAPaIN®LLS LacJgTE!�, AT 7HE CORNER OF NE 47H STREF7(SE 1287H ST.) NOTE. SEE SEPARATE WATER PLAN SET FOR WATER ' ou ralbE AND 148TH AVE SE PLAN AND PROFILE INFORMATION EX�IPES 1V111 '7BAI A SET RR SPIKE IN W. FACE OF U77UTY POLE - -- 8'ABOVE GRADE �FE OF SZE Checked for Complionce to City Stcndords STAX NOI' VALID 79M 1s' TOP OF 4'X4' CONC MONUMENT /,zq (� UNLESS SIGNED AND DATED AT NE COR. OF S7E n ° EL- 519.13 [ 7%24 o JOB NO. 1-159 SIDE SEWER CROSSING TABLE LOT ,j/ TOP 6" SS BOTT. 8" WA CLEARANCE LOT 31 450.84 45287 2.03' LOT 30 451.42 453.38 1.96' LOT 29 456.43 458.17 f.74' SHEET NO. 170P 33 0 ®2004 TRIAD ASSOCIATES I __ SCANNEn orT p 8 Ana ® h • It I= K !�I I� 3:, 0 IDO 2 z4 (fff E 482.07 (OUT). ' AD EL PAD EL 1 476.0`I i � Wk ----- _ - '- 26� PAD EL 467.0 f3 �1 2T, PAD £L 4 /1 RIAD ASSOCIATES __ 11814 115th Ave NE IGrldand. WA 98034 -8923 425.821.8448 425 821 3481 fax 800.488.0756 toll free www.Madassoc_com i � 1E 12" CONC. lE 498.7 I j ! _KING COUNTY 2 CITY OFR -RTON - - - - - -- Z ( EX. CB W TRASH RACK ,tI �. Flz� 94 16.•00 RT l_ .A _ _ I (S.) E 492.42 8; t.. sa (OUry �,' I AN 2 _ cn 3 E.X. CB Z -" TOP 497.34 12'• ADS (N-), IE 492.56 Q '* 72 ADS (E.) 1E 492.68 12" ADS (S.) 1E 492.70 KEY MAP 4 , G - -_ NOT TO SCALE ` ..- _. _..._' - __- _ _ _......_ _ UP I Z to EX POWER POLE Syp ( -t r (TO BE REMOVED) O �j "4+86,J6 LF Co V 0 1 Cc 1 - jjI E EX 12- CONC. ' 22`11 -. 1 `: IE 491.5 ` PAD EL 488.0 I ,2+37 36 LF : I� I SCALE: 1" = 40' Va O Q lE 484:00 , i I 0 20 40 80 Z f ----------- - -- . �� i Ex. rz" con c. W t IE 489.3 S \ 11+61 36 LF. ' 6 /EE .00 23 ' `, \ . I it .. O a PAD EL 484.0 i1plrF� _ 1 SSMH 1� y.. it : SEE PROFILE SS -B ! 2 +83.22, 5.W3 RT I SHEET 23 i � C1 "R(M 48250• \ - 81E fn. 50 f1h) 47A40; OUT) • 1 = DP LI TRANSFORMER a4 -- L- ---- ---480- ---� ` - rr 46 LF. 6° PVC `\ �T 1 :� 1 +35 20 L.F. 1 a a i- 6 lE 475.00 •, i I ,. v, I 1 I 6 " : CLEAINOUT 24 •, � i I,1 W �� i . -. 6 IE 472.50 w._ TRACT -, I .I I 12 " TOP CONC. 4973 ...... .. ._� 2� 4 (N.) IE 483 4 12 " CONC. (S) IE 483.4 m o O TRACT .T I _ OVER HEAD POWER LINE o , I EAST, WEST, NORTH, SOUTH AND NORTHEAST (TO BE RELOCA7ED UNDERGROUND) UP GA NOTE z - r rrcnv r r rnvr.�++c.� n - -- ----- ..___....... PUBLIC SEWER EASEMENT GERALD F MXK AICP PROJECT MANAGER SSMH 8 NICK A. 1'9/GER, KS 2f +8x.26, 16.00 RT NOTE: PROJECT SURMOR RIM 482.98 SSMH 7 HAS BEEN ELIMIATED DROP CONNEC770N REBECCA S. Ct/9lMAN, PE 8 IE 477.0 (I PROJECT ENGINEER ' 8' IE 467.60 (ON) UT) _ JgFFMYL COr AMA NOTE LOT 28 REQUIRES A BACKWATER VALVE PROJECT LANDSCAPE ARCHITECT INSTALLED ON 714E SIDE SEWER. FIRST SUBMITTAL DATE: 4114104 SCALE: L.:1 =40' vw.:: /A BENCHMAff,eDA TUM: BASS OF BEARING CBU.II�I HARIZ NAD 83/51 LOCATION OF EXIS77NG U77LI77ES SHOWN IS aTY OF RENTOY GPS CONTROL NETWORK APPROXIMATE AND MAY NOT BE ACCURATE OR ALL HOLDIIIG CITY OF RENTON MONUMENTS GOR.11851 INCLUSIVE IT IS THE CONTRACTORS OR (BASE Pow) AND QO.R. 11852 RESPONSIBILITY TO FIELD VERIFY LOCATION OF �I HORIZONTAL DATUM: UTILITIES PRIOR TO PROCEEDING W17H CONS7RUC77ON. Gt S CU HORIZONTAL NAD 83/91 O�w oV WAS# 19 VER77CAL DATUM: a\ y VER77C4- NAVD 88 NOTE. • ALL PROPOSED SANITARY SEWER MANHOLES 71 SHALL BE 48 70 UNLESS OTHERWISE INDICATED. ii`E n\ FR rM 1 F� BENCHMARK: U: o m CITY OF RENTON SURVEY CONTROL NETWORK CA>iCAL -'TE r0NU" N SURFACE MONUMENT F01/ND �� IONAL G TOP OF rAPaIN®LLS LacJgTE!�, AT 7HE CORNER OF NE 47H STREF7(SE 1287H ST.) NOTE. SEE SEPARATE WATER PLAN SET FOR WATER ' ou ralbE AND 148TH AVE SE PLAN AND PROFILE INFORMATION EX�IPES 1V111 '7BAI A SET RR SPIKE IN W. FACE OF U77UTY POLE - -- 8'ABOVE GRADE �FE OF SZE Checked for Complionce to City Stcndords STAX NOI' VALID 79M 1s' TOP OF 4'X4' CONC MONUMENT /,zq (� UNLESS SIGNED AND DATED AT NE COR. OF S7E n ° EL- 519.13 [ 7%24 o JOB NO. 1-159 SIDE SEWER CROSSING TABLE LOT ,j/ TOP 6" SS BOTT. 8" WA CLEARANCE LOT 31 450.84 45287 2.03' LOT 30 451.42 453.38 1.96' LOT 29 456.43 458.17 f.74' SHEET NO. 170P 33 0 ®2004 TRIAD ASSOCIATES I __ SCANNEn orT p 8 Ana ® h • It I= K !�I I� 3:, 0 (TO BE RELOCA7ED UNDERGROUND) UP GA NOTE z - r rrcnv r r rnvr.�++c.� n - -- ----- ..___....... PUBLIC SEWER EASEMENT GERALD F MXK AICP PROJECT MANAGER SSMH 8 NICK A. 1'9/GER, KS 2f +8x.26, 16.00 RT NOTE: PROJECT SURMOR RIM 482.98 SSMH 7 HAS BEEN ELIMIATED DROP CONNEC770N REBECCA S. Ct/9lMAN, PE 8 IE 477.0 (I PROJECT ENGINEER ' 8' IE 467.60 (ON) UT) _ JgFFMYL COr AMA NOTE LOT 28 REQUIRES A BACKWATER VALVE PROJECT LANDSCAPE ARCHITECT INSTALLED ON 714E SIDE SEWER. FIRST SUBMITTAL DATE: 4114104 SCALE: L.:1 =40' vw.:: /A BENCHMAff,eDA TUM: BASS OF BEARING CBU.II�I HARIZ NAD 83/51 LOCATION OF EXIS77NG U77LI77ES SHOWN IS aTY OF RENTOY GPS CONTROL NETWORK APPROXIMATE AND MAY NOT BE ACCURATE OR ALL HOLDIIIG CITY OF RENTON MONUMENTS GOR.11851 INCLUSIVE IT IS THE CONTRACTORS OR (BASE Pow) AND QO.R. 11852 RESPONSIBILITY TO FIELD VERIFY LOCATION OF �I HORIZONTAL DATUM: UTILITIES PRIOR TO PROCEEDING W17H CONS7RUC77ON. Gt S CU HORIZONTAL NAD 83/91 O�w oV WAS# 19 VER77CAL DATUM: a\ y VER77C4- NAVD 88 NOTE. • ALL PROPOSED SANITARY SEWER MANHOLES 71 SHALL BE 48 70 UNLESS OTHERWISE INDICATED. ii`E n\ FR rM 1 F� BENCHMARK: U: o m CITY OF RENTON SURVEY CONTROL NETWORK CA>iCAL -'TE r0NU" N SURFACE MONUMENT F01/ND �� IONAL G TOP OF rAPaIN®LLS LacJgTE!�, AT 7HE CORNER OF NE 47H STREF7(SE 1287H ST.) NOTE. SEE SEPARATE WATER PLAN SET FOR WATER ' ou ralbE AND 148TH AVE SE PLAN AND PROFILE INFORMATION EX�IPES 1V111 '7BAI A SET RR SPIKE IN W. FACE OF U77UTY POLE - -- 8'ABOVE GRADE �FE OF SZE Checked for Complionce to City Stcndords STAX NOI' VALID 79M 1s' TOP OF 4'X4' CONC MONUMENT /,zq (� UNLESS SIGNED AND DATED AT NE COR. OF S7E n ° EL- 519.13 [ 7%24 o JOB NO. 1-159 SIDE SEWER CROSSING TABLE LOT ,j/ TOP 6" SS BOTT. 8" WA CLEARANCE LOT 31 450.84 45287 2.03' LOT 30 451.42 453.38 1.96' LOT 29 456.43 458.17 f.74' SHEET NO. 170P 33 0 ®2004 TRIAD ASSOCIATES I __ SCANNEn orT p 8 Ana ® h • It I= K !�I I� 3:, 0 ii`E n\ FR rM 1 F� BENCHMARK: U: o m CITY OF RENTON SURVEY CONTROL NETWORK CA>iCAL -'TE r0NU" N SURFACE MONUMENT F01/ND �� IONAL G TOP OF rAPaIN®LLS LacJgTE!�, AT 7HE CORNER OF NE 47H STREF7(SE 1287H ST.) NOTE. SEE SEPARATE WATER PLAN SET FOR WATER ' ou ralbE AND 148TH AVE SE PLAN AND PROFILE INFORMATION EX�IPES 1V111 '7BAI A SET RR SPIKE IN W. FACE OF U77UTY POLE - -- 8'ABOVE GRADE �FE OF SZE Checked for Complionce to City Stcndords STAX NOI' VALID 79M 1s' TOP OF 4'X4' CONC MONUMENT /,zq (� UNLESS SIGNED AND DATED AT NE COR. OF S7E n ° EL- 519.13 [ 7%24 o JOB NO. 1-159 SIDE SEWER CROSSING TABLE LOT ,j/ TOP 6" SS BOTT. 8" WA CLEARANCE LOT 31 450.84 45287 2.03' LOT 30 451.42 453.38 1.96' LOT 29 456.43 458.17 f.74' SHEET NO. 170P 33 0 ®2004 TRIAD ASSOCIATES I __ SCANNEn orT p 8 Ana ® h • It I= K !�I I� 3:, 0 LOT ,j/ TOP 6" SS BOTT. 8" WA CLEARANCE LOT 31 450.84 45287 2.03' LOT 30 451.42 453.38 1.96' LOT 29 456.43 458.17 f.74' SHEET NO. 170P 33 0 ®2004 TRIAD ASSOCIATES I __ SCANNEn orT p 8 Ana ® h • It I= K !�I I� 3:, 0 SHEET NO. 170P 33 0 ®2004 TRIAD ASSOCIATES I __ SCANNEn orT p 8 Ana ® h • It I= K !�I I� 3:, 0 i z C °a a u 5 g m z 0 z_ x 3 y U O V J z 0 z w ar 0 Z U Q I W Z �w O Il < z QY Q �m C] 8 O - v ��mm w w dz c�oao� w � � N d 0_ d a O, 3 w o � � Q � � D rn h O W d m s Q 0 c 0 2 H w z � w o z > p O U U (n o v � w 13 as o rn N� r; o ti � U W O o a O aW z 5 SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. SEE SHEET 119 1 1 I PAD. , 89 I I 984 47./i i •SSMH 2\ 1 i i I t, n l I I 1 1 D EL LT I •1 I 1 ` I I. I I 1 I 1 f5 +5511 I L.F. I R!M 477_641 •.I _ I I. I _ 1 I I I 1 �I 71 III 468 0 r6 IE 46 ,.39 i 8: IE 46¢.99 VIN) I.1 I 1 F / 1 ,� I Bw.•lE 466.8 r(QUT) `.. I` 1. I. ? 1 i.. •. I i I:. 1 I 1 ' I i i 113; 114; 11 116 I 117 / I I 1 \ : UP w UCC TO SOUTH 1 97# I 115+142 17/ L.F. 112: 1 gDi I PAD EZ l �AD i PAD EL i PAD EL I PAD EL'. ' I PAD EL PAD EL I PAD £L. PAD EL ` 6 1/E 46 i 36 i PAD i i i 486.5 I 1 490.5 •, i 492.5 i 496.5 ' 4965 j i 902.5 504.0 i 508.0 SOBS',i 90 E .1 481.0 / F. 5125 s. 'I I I I 469.0 1 I PAD EL 1 l• I I 476 0 f' ' ' 1 i '; I 11 `: I Ir i i 3 +631 37 L.F I 2-l� 9 37 L.F. I ! i •'_ s.. 4 +05 . 4 L F I I: 1 1+ 1 L . 1 EX. 12" CONC. 16 IE 48 .5 II ;6 /E1 7.0 6 I! 1 494.50 X143 `3� F 8 37 F I I 1 6 /EI$D $D i;. 16 /E; 473331 t �` �,\ I .� 1 l I �_4 I IE 5077 t r �.. �\ 1 p _ 9m _6 /E 4$8.0 _(LP b i - - I 1 _ - 1 PAD EL 460.5 I I 1`14 01 9'2 PAD EL460.0 i 11 i %/ SSMH 2f \ RIM 477.55 \\ 8: 466.31 ON) 93 I r I �i 8" lE 466.21 (OUT) mV i I m PAD EL 459.0 i i i I \fie I:. Iii II 11 I II \'� RNISH GRADE CONTOURS (Ty p) 'p \C ,_0 J B 4 IRACT PAD EL. 45e.o - I I I v 1 95 PAD EL 457.0 SSMH 201 1� 2 +89.90, 4.56r LT a.` \ RIM 472.56 ° 1 \ 8 /£ 465.50 (IN) ' ` 8' IE 465.40 (OUT) m 1 \ \ - -- - - -SSMH 19 1+98.26, 6.95 LT 456 _ ` \ \ \ ` \ / RIM 471.26 !• - _'.�` 8" lE 463.86 (IN) 8' IE 46376 (OUT) r< SMH 17 _t'� -1� /B? �• %.. \\ \ \� - +8286, 4.77 LT r 1 11 IM 472.61; i IE 463.25 (IN) I£ 463.15 (OUT) / a1r /fJJ 5 +27 13 L. . 4711 PAD EL. 458.0 f Tn SSMH 16 1 - 6 +36.95, 5.85' L T / TRIM 460.89 X 10" 1E 44298 ON)' 10' lE 44288 (COT) 8" IE 442.98 (IN) I S�MH 15 1, 1.99, 9.52 RT ---- _#/M 460.29 10 /E 442.71 IN 10" lE 442.61 (OUT) j 46 ' I PAD £L. - .459.5 I I 1 +96 18 L.F. 6 /E 454.50 PAD � 459.0 it / r "4+07 39 L� : `\ 6 '.IE 47 OO\ '. \\ \ RIM',485.67 - \ SS B lE 477;64 0' \ 2 +: 8- 477.57 (OUT) PAD EY. \ �\ RIM ,4760:. \\ \\ \\': \ \\ �i� 1 \., B' ' PAD: \EL•\ Z \' t t t 475. \ a \ PAD EL, N 6 70.f501 6 /E 456.00 I l 9 '.3 +710135\ F1 1 B 1 \ y. PAD',EL ' 1 PAD EL. `rte v ,1 483.5 `` EXIS77NG GROUND ;1 l CONTOURS T 1P �' - -- - - -/ 1 EL 478.0 i 1 -PAD \ I I ` PAD EL I ; I \ A.. ' r 2o' -2D" 57EEL CASING PIPE GR -B 033 /NCH 7HICK ) \2 +12, 38 L.F. -p -5 'I ICON- CDA7E0). CONTRACTOR TO DETERMINE REQUIRED SIZE AND 1 6rIE 465.42 a PAD: £L ' 474.0 PIPE SUPPORT. PLACE SPACERS ON 1774E WA7ERUN£ AND FILL 774E SLEEVE tMTH SAND. SSMH 18A ZJ; { SSE PROFILE 3 +1235, 40.50 RT RIM 478.01 ' SSMH SHEET -30 1 3 +54.08, ,8.22 LT i 8° IT 471.35 15' PUBLIC SEWER RIM 484.98\ 6 8" lE 471.03, ON) •' `; EASEME _ 8" lE 470.9S,,(OUT) PAD EL' 4745 s lE 465"29 64' -8" PVC.. : - -.' �: I I I I• I i � 6 /E- 4743 1 26`L.F. ` 3+54 23 LF. i i��r� , -6 478.00_ �\ -6 /Etl'482 I PAD EL. i 10 --:9 - O, j 7 i 13 i 474.0 PAD EL `� PAD: EL. I PAD 6L - i [PAD -' '. 1i. PAD EL. 461.5 i 478.0 i`,, 4820 - 486.0. ;. 490.0'. ;DEE SHEET T L W mu \\ _ EX. 12" CONC. 507 0 \ - - -' - - - - -' it SSMH 24 1 +15.59, 8.96 LT RIM 506.72 23`• ( } 8° IE 501.62 (OUT) oo, a TRACT A r 120 ' I :UP F95.0 (IN) F94.90 (OUT) - 1 f EX. 12" CONC. IE 503.8 �_. ,318 704 I t t. f I -.'1. EX. 12° CONC. (1 I IE 502.7 II h; 1 �r I i 7I EX X12" CONC. I 1 _J !;I I I C i' W/ TRANSFORIVER I 1 I o I 11' 1 lI. 1 EX. 12" CONC. IE 504.8 EX 12" CONC. N ORMER i lE 499.3 it \ �'I ! � � EX 12 " CONC. I I lE 498.7 N r 1 I 1SSA593,93.22 EX CB W1 TRASH RACK • RIM 497.18 TOP 495.94 ��• -, 8" IE 489.08'(OUT) fl • : 72" ADS (S) IE 492.42 4 �- zw / .. EX. CB T ` 70P 49734 12" ADS (N.) IE 492.56 12" ADS (E) IE 492.68 UP 12 " ADS (S) /E 49270 ✓y ' t f _ `U -G - -� g UP 21 ;.Q EX POWER POLE PAD EL. 492.0 „'\p I (TO BE REMOVEO) .1 g1nF .IZFWFR f'F7n_S'IZINf, TART -F LOT ,f TOP 6° SS BOTT 8' WA CLEARANCE LOT 4 465.35 467.15 1.8' LOT 5 464.91 466.59 1.7' LOT 6 464.59 466.52 1.9' LOT 112 47331 475.19 1.9' KEY MAP NOT TO SCALE I SCALE: 1" = 40' 0 20 40 80 BENCHMARK /DATUM: Bass OF BEARING` HOR/Z NAD 63/W pTY OF RENTON GIPS CONTROL NETWORK Hamm dTY OF RENTGW AfONIANEN7S aaR./1851 (BASE Paw) AND GRR. X52 HORIZONTAL D47UM: HORIZONTAL MAD 83191 VERTICAL DATUM: VERTICAL- NAVD 88 BEHCIAYARK,• pTY OF REIV7UN SURVEY OON7ROL NETWORK NUMENT /I852 3MO' BRASS SURFACE MONUMENT FOUND AT THE CORNER OF NE 47H 57REE7(SE 128771 ST.) AND 1487H AVE SE 40 '18711 A' SET RR SPIKE IN W. FACE OF U77LITY POKE 8' ABOVE GRADE SE COR OF 597E EL -484r 73W -B' TOW OF 4714' CONC MONUMENT AT NE COR OF 97E EL =519.13 NOTE.• L07S 94 -98 REQUIRE BACKWA7ER VALVES INSTALLED ON THE SIDE SEWER, # NOTE.• THESE L07S REQUIRE SEWER EJECTOR PUMPS FOR BASEMENT POWDER ROOM. SPECIFICATIONS SHALL BE PROVIDED DURING HOME CONSTRUC770N N07E.• ALL PROPOSED SANITARY SEWER MANHOLES SHALL BE 4810 UNLESS OTHERWISE INDICATED NOTE.• SEE SEPARAW WATER PLAN SET FOR WA7ER PLAN AND PROFILE INFORMA77ON mWWOMAWW"ammm. ". LOCA7701V OF EXIS77NG U77U77ES SHOWN IS APPROXIMA7i= AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBIL/Ty TO FIELD VERIFY LOCA7701V OF U77LI77ES PRIOR TO PROCEEDING 747TH CONS7RUC770N, Checked for Comp ionce to City Standards L. -7/Z17 © 2004 TRIAD ASSOCIATES TRIG ASSOCIATES "814115th Ave. NE 1Grldand, WA 980348923 425.821.8448 425.821.3481 fax 800.488.0756 toll free w Ariadassomwm Z Lip !�111 I uj 0I a� 2 �Y 2 V 2 V y i 1 i oa H N U 2 � z � � o � � O O H a I- ^r\' z _ GERALD F BUCK AICP PROJECT MANAGER NIGYC A. YINGER, PLS PROJECT SURVEYOR REBECCA S. CU9IMAN, PE PROJECT ENGINEER "TERY L CWG ASfA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 4/14/.4 SCALE: HO1.B2.:1' -40' YM.:N /A 1�1f19A S A ��FwGoF µ AS O z 1m C '/359 w C cIONAL 6` STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-159 Iw � I No �o 0 SHEET NO. 18OF 33 rx scwnlrt I ' f1. 7 u o = IF 6 /E 456.00 I 4 +65 28 L.F...e n. W mu \\ _ EX. 12" CONC. 507 0 \ - - -' - - - - -' it SSMH 24 1 +15.59, 8.96 LT RIM 506.72 23`• ( } 8° IE 501.62 (OUT) oo, a TRACT A r 120 ' I :UP F95.0 (IN) F94.90 (OUT) - 1 f EX. 12" CONC. IE 503.8 �_. ,318 704 I t t. f I -.'1. EX. 12° CONC. (1 I IE 502.7 II h; 1 �r I i 7I EX X12" CONC. I 1 _J !;I I I C i' W/ TRANSFORIVER I 1 I o I 11' 1 lI. 1 EX. 12" CONC. IE 504.8 EX 12" CONC. N ORMER i lE 499.3 it \ �'I ! � � EX 12 " CONC. I I lE 498.7 N r 1 I 1SSA593,93.22 EX CB W1 TRASH RACK • RIM 497.18 TOP 495.94 ��• -, 8" IE 489.08'(OUT) fl • : 72" ADS (S) IE 492.42 4 �- zw / .. EX. CB T ` 70P 49734 12" ADS (N.) IE 492.56 12" ADS (E) IE 492.68 UP 12 " ADS (S) /E 49270 ✓y ' t f _ `U -G - -� g UP 21 ;.Q EX POWER POLE PAD EL. 492.0 „'\p I (TO BE REMOVEO) .1 g1nF .IZFWFR f'F7n_S'IZINf, TART -F LOT ,f TOP 6° SS BOTT 8' WA CLEARANCE LOT 4 465.35 467.15 1.8' LOT 5 464.91 466.59 1.7' LOT 6 464.59 466.52 1.9' LOT 112 47331 475.19 1.9' KEY MAP NOT TO SCALE I SCALE: 1" = 40' 0 20 40 80 BENCHMARK /DATUM: Bass OF BEARING` HOR/Z NAD 63/W pTY OF RENTON GIPS CONTROL NETWORK Hamm dTY OF RENTGW AfONIANEN7S aaR./1851 (BASE Paw) AND GRR. X52 HORIZONTAL D47UM: HORIZONTAL MAD 83191 VERTICAL DATUM: VERTICAL- NAVD 88 BEHCIAYARK,• pTY OF REIV7UN SURVEY OON7ROL NETWORK NUMENT /I852 3MO' BRASS SURFACE MONUMENT FOUND AT THE CORNER OF NE 47H 57REE7(SE 128771 ST.) AND 1487H AVE SE 40 '18711 A' SET RR SPIKE IN W. FACE OF U77LITY POKE 8' ABOVE GRADE SE COR OF 597E EL -484r 73W -B' TOW OF 4714' CONC MONUMENT AT NE COR OF 97E EL =519.13 NOTE.• L07S 94 -98 REQUIRE BACKWA7ER VALVES INSTALLED ON THE SIDE SEWER, # NOTE.• THESE L07S REQUIRE SEWER EJECTOR PUMPS FOR BASEMENT POWDER ROOM. SPECIFICATIONS SHALL BE PROVIDED DURING HOME CONSTRUC770N N07E.• ALL PROPOSED SANITARY SEWER MANHOLES SHALL BE 4810 UNLESS OTHERWISE INDICATED NOTE.• SEE SEPARAW WATER PLAN SET FOR WA7ER PLAN AND PROFILE INFORMA77ON mWWOMAWW"ammm. ". LOCA7701V OF EXIS77NG U77U77ES SHOWN IS APPROXIMA7i= AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBIL/Ty TO FIELD VERIFY LOCA7701V OF U77LI77ES PRIOR TO PROCEEDING 747TH CONS7RUC770N, Checked for Comp ionce to City Standards L. -7/Z17 © 2004 TRIAD ASSOCIATES TRIG ASSOCIATES "814115th Ave. NE 1Grldand, WA 980348923 425.821.8448 425.821.3481 fax 800.488.0756 toll free w Ariadassomwm Z Lip !�111 I uj 0I a� 2 �Y 2 V 2 V y i 1 i oa H N U 2 � z � � o � � O O H a I- ^r\' z _ GERALD F BUCK AICP PROJECT MANAGER NIGYC A. YINGER, PLS PROJECT SURVEYOR REBECCA S. CU9IMAN, PE PROJECT ENGINEER "TERY L CWG ASfA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 4/14/.4 SCALE: HO1.B2.:1' -40' YM.:N /A 1�1f19A S A ��FwGoF µ AS O z 1m C '/359 w C cIONAL 6` STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-159 Iw � I No �o 0 SHEET NO. 18OF 33 rx scwnlrt I ' f1. 7 u o = .1 g1nF .IZFWFR f'F7n_S'IZINf, TART -F LOT ,f TOP 6° SS BOTT 8' WA CLEARANCE LOT 4 465.35 467.15 1.8' LOT 5 464.91 466.59 1.7' LOT 6 464.59 466.52 1.9' LOT 112 47331 475.19 1.9' KEY MAP NOT TO SCALE I SCALE: 1" = 40' 0 20 40 80 BENCHMARK /DATUM: Bass OF BEARING` HOR/Z NAD 63/W pTY OF RENTON GIPS CONTROL NETWORK Hamm dTY OF RENTGW AfONIANEN7S aaR./1851 (BASE Paw) AND GRR. X52 HORIZONTAL D47UM: HORIZONTAL MAD 83191 VERTICAL DATUM: VERTICAL- NAVD 88 BEHCIAYARK,• pTY OF REIV7UN SURVEY OON7ROL NETWORK NUMENT /I852 3MO' BRASS SURFACE MONUMENT FOUND AT THE CORNER OF NE 47H 57REE7(SE 128771 ST.) AND 1487H AVE SE 40 '18711 A' SET RR SPIKE IN W. FACE OF U77LITY POKE 8' ABOVE GRADE SE COR OF 597E EL -484r 73W -B' TOW OF 4714' CONC MONUMENT AT NE COR OF 97E EL =519.13 NOTE.• L07S 94 -98 REQUIRE BACKWA7ER VALVES INSTALLED ON THE SIDE SEWER, # NOTE.• THESE L07S REQUIRE SEWER EJECTOR PUMPS FOR BASEMENT POWDER ROOM. SPECIFICATIONS SHALL BE PROVIDED DURING HOME CONSTRUC770N N07E.• ALL PROPOSED SANITARY SEWER MANHOLES SHALL BE 4810 UNLESS OTHERWISE INDICATED NOTE.• SEE SEPARAW WATER PLAN SET FOR WA7ER PLAN AND PROFILE INFORMA77ON mWWOMAWW"ammm. ". LOCA7701V OF EXIS77NG U77U77ES SHOWN IS APPROXIMA7i= AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBIL/Ty TO FIELD VERIFY LOCA7701V OF U77LI77ES PRIOR TO PROCEEDING 747TH CONS7RUC770N, Checked for Comp ionce to City Standards L. -7/Z17 © 2004 TRIAD ASSOCIATES TRIG ASSOCIATES "814115th Ave. NE 1Grldand, WA 980348923 425.821.8448 425.821.3481 fax 800.488.0756 toll free w Ariadassomwm Z Lip !�111 I uj 0I a� 2 �Y 2 V 2 V y i 1 i oa H N U 2 � z � � o � � O O H a I- ^r\' z _ GERALD F BUCK AICP PROJECT MANAGER NIGYC A. YINGER, PLS PROJECT SURVEYOR REBECCA S. CU9IMAN, PE PROJECT ENGINEER "TERY L CWG ASfA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 4/14/.4 SCALE: HO1.B2.:1' -40' YM.:N /A 1�1f19A S A ��FwGoF µ AS O z 1m C '/359 w C cIONAL 6` STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-159 Iw � I No �o 0 SHEET NO. 18OF 33 rx scwnlrt I ' f1. 7 u o = KEY MAP NOT TO SCALE I SCALE: 1" = 40' 0 20 40 80 BENCHMARK /DATUM: Bass OF BEARING` HOR/Z NAD 63/W pTY OF RENTON GIPS CONTROL NETWORK Hamm dTY OF RENTGW AfONIANEN7S aaR./1851 (BASE Paw) AND GRR. X52 HORIZONTAL D47UM: HORIZONTAL MAD 83191 VERTICAL DATUM: VERTICAL- NAVD 88 BEHCIAYARK,• pTY OF REIV7UN SURVEY OON7ROL NETWORK NUMENT /I852 3MO' BRASS SURFACE MONUMENT FOUND AT THE CORNER OF NE 47H 57REE7(SE 128771 ST.) AND 1487H AVE SE 40 '18711 A' SET RR SPIKE IN W. FACE OF U77LITY POKE 8' ABOVE GRADE SE COR OF 597E EL -484r 73W -B' TOW OF 4714' CONC MONUMENT AT NE COR OF 97E EL =519.13 NOTE.• L07S 94 -98 REQUIRE BACKWA7ER VALVES INSTALLED ON THE SIDE SEWER, # NOTE.• THESE L07S REQUIRE SEWER EJECTOR PUMPS FOR BASEMENT POWDER ROOM. SPECIFICATIONS SHALL BE PROVIDED DURING HOME CONSTRUC770N N07E.• ALL PROPOSED SANITARY SEWER MANHOLES SHALL BE 4810 UNLESS OTHERWISE INDICATED NOTE.• SEE SEPARAW WATER PLAN SET FOR WA7ER PLAN AND PROFILE INFORMA77ON mWWOMAWW"ammm. ". LOCA7701V OF EXIS77NG U77U77ES SHOWN IS APPROXIMA7i= AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBIL/Ty TO FIELD VERIFY LOCA7701V OF U77LI77ES PRIOR TO PROCEEDING 747TH CONS7RUC770N, Checked for Comp ionce to City Standards L. -7/Z17 © 2004 TRIAD ASSOCIATES TRIG ASSOCIATES "814115th Ave. NE 1Grldand, WA 980348923 425.821.8448 425.821.3481 fax 800.488.0756 toll free w Ariadassomwm Z Lip !�111 I uj 0I a� 2 �Y 2 V 2 V y i 1 i oa H N U 2 � z � � o � � O O H a I- ^r\' z _ GERALD F BUCK AICP PROJECT MANAGER NIGYC A. YINGER, PLS PROJECT SURVEYOR REBECCA S. CU9IMAN, PE PROJECT ENGINEER "TERY L CWG ASfA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 4/14/.4 SCALE: HO1.B2.:1' -40' YM.:N /A 1�1f19A S A ��FwGoF µ AS O z 1m C '/359 w C cIONAL 6` STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-159 Iw � I No �o 0 SHEET NO. 18OF 33 rx scwnlrt I ' f1. 7 u o = Lip !�111 I uj 0I a� 2 �Y 2 V 2 V y i 1 i oa H N U 2 � z � � o � � O O H a I- ^r\' z _ GERALD F BUCK AICP PROJECT MANAGER NIGYC A. YINGER, PLS PROJECT SURVEYOR REBECCA S. CU9IMAN, PE PROJECT ENGINEER "TERY L CWG ASfA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 4/14/.4 SCALE: HO1.B2.:1' -40' YM.:N /A 1�1f19A S A ��FwGoF µ AS O z 1m C '/359 w C cIONAL 6` STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-159 Iw � I No �o 0 SHEET NO. 18OF 33 rx scwnlrt I ' f1. 7 u o = z � � o � � O O H a I- ^r\' z _ GERALD F BUCK AICP PROJECT MANAGER NIGYC A. YINGER, PLS PROJECT SURVEYOR REBECCA S. CU9IMAN, PE PROJECT ENGINEER "TERY L CWG ASfA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 4/14/.4 SCALE: HO1.B2.:1' -40' YM.:N /A 1�1f19A S A ��FwGoF µ AS O z 1m C '/359 w C cIONAL 6` STAMP NOT VALID UNLESS SIGNED AND DATED JOB NO. 01-159 Iw � I No �o 0 SHEET NO. 18OF 33 rx scwnlrt I ' f1. 7 u o = m o v LIZ fY 3 � C N � o .- rn IZ o L' C w a J z Q 0 0 ti w ~ Q- z w o � 0` U U � o c U c 'If o v W f1 i 3 o O o o m N� 0 o a y u O Q c J z Q J n LLJ w O (n U � z Q Y Cf) �p i p �d z 0 z_ x 3 z w U 3s cvoa5� 0_ W a m z 0 V) W Of 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. a o - sscO 8 E'469. 0 (6b T) I f , - F ill' --- 7#ACf N 3• -a- PVC EX 12" CONC t \ \'\ ••} 20' -20- S7EEEb CASING PIPE , 1� lE 5170 IRA % M '' -h- alit I I ' '1......1_. -- EXIS77NG GROUND _ CONTOURS TYP �� ` \ �7�65 \ \2�LiF. � 101 ^�'� 8 7 ' I - I •I 8 % i I �. I 1 III 104* _ 12 2 `114 GF. 81 / 71.20 =467.5 I I I I I � - .... - 'PROWD&3'0+- GG €--i,. PAD EL 476.5 In�,f(�u�T1 I.I \ .PAD EL v',_i S6E PROFlLE / 1, 1 \ 467.5. 1+74H11 L F. I I 1 I l 6.72 '_ 1 SSMH, 3 _ 11 RIM 475:914 1 1 pm \ 8- I£ 46910 �N�\ I 1 1 +20 15 L.F. E 100* 8- lE 46B:�4 (�1UIT)i PAP EI � l l !I 47,6.0 1.03* V V L - i PAD EL i `•&+431 L.F C:' 467D 'I ,, € 9.67.. PAD EL, I 1 i PAp" £t. 467.5', 6.5 _ SS41H 28 4 I I I +4 0. 3 ,kT _ _) 7°ACT L / �j - .35 I I lM 476 38 I 1 - 11 1 fib+ lE 468 74'11(!N)11 11 PAD lE 468.741(IAI�� 1 1 476 B 1E 468.64 (Oi'; '\ ILU so eC7Lgl \ +o3,� v� __ Q 75 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. a o - sscO 8 E'469. 0 (6b T) I f , - F ill' --- 7#ACf N 3• -a- PVC EX 12" CONC t \ \'\ ••} 20' -20- S7EEEb CASING PIPE , 1� lE 5170 IRA % M '' -h- alit o Wwp-j ;p. P >8 5 1 660 L§ 1+3507, 5.46 RT RIM 460.21 IE 45 I I ' '1......1_. -- EXIS77NG GROUND _ CONTOURS TYP �� ` \ �7�65 \ \2�LiF. � 101 ^�'� 8 7 ' I - I •I 8 % i I �. I 1 6 /E- 458.00 PAD 77.0 : =467.5 I' � - .... - 'PROWD&3'0+- GG €--i,. I I I I In�,f(�u�T1 --------------- ____ I i i I ' i BV/-E 407 i 81' 11& 467.. I I 1 I l IJ 98* f I 1 1 +20 15 L.F. E 100* I I 86 87 88 PAD EL, I 1 i PAp" £t. 467.5', 6.5 PAD EL ,. PAD £L. .. I 461.0 PAD EL -- 463.0 Ir.� i I 'TRACT 0 ' I I 459.5 SEE PROFILE "r T 27 i.. •`S H 32 I . I 1 16+ 117'LF. ' ' 16 I/E',468.04,.. o Wwp-j ;p. P >8 5 1 660 L§ 1+3507, 5.46 RT RIM 460.21 IE 45 I I ' '1......1_. I 1 ., 6" IE 452'.21 (IN) 5 L.F. f 8_ IE 452 04 (OUT) E 456 .00 .. ,. ' I - I •I 8 % i I �. I 1 6 /E- 458.00 PAD U P =467.5 I' � - .... - 'PROWD&3'0+- GG €--i,. .. 6- 82 k ' 7151.1 '"I -R 76115 MINIMUM BE- N -' I i i I ' i BV/-E 407 i 81' 11& 467.. SEWER STUBS AT ' MANHOLES - 98* f I 1 1 +20 15 L.F. E I I PAD EL. 468.0 I I PA EL, 461.5 �- g7 6 /E 456.50 f1 I�:- I I I ! 'I I I •. I I SEE PADEL� 1 \1 484.0 rti I \ I I I I I 107 I i j i i � PAO EL ,+ 48 .F. I I 490.0 ID 43.0' i I �7' 1.08,- +.94! 127,21 PAD E7, 'M'7. 7� I I INON-COAZED). (CR -B) (0.33 /NCH THICK CONTRACTOR TO. DETERMINE REQUIRED SIZE AND ,PIPE SUPPORT. PLACE SPACERS pN THE SEWERLINE';AND FILL THE SLEEVE W7H SAND.: F L 2+58 `f0 . 1 6 /E 480.0 C! lE 515.1 END\ CAP IOrkland, VIA 98034 -6923 �I U P - -- wvnv- tmdassac.c I IV/ UGC TO EAST - - - ? ; SSCO -- - J�'` /M 498.09 i �l �'.� I �- EX 12" CONC. -. IE 515.9 B- lE 479.53 (OUT) 6°, lE 479.63 � I I y 3 IE 514 5 --- - -- .._-- ..--- 8 +41.03, 31.64 I II` I \ RIM %16.00 '1 ° EX. 12 CONC. I \ 8- lE 469.00 (lN) I ( I I F I EX 12'" CONC. s 8 /E 468.90 (OUT) I I , I 6 . lE 147,5- 09, PAD EL n. 109. p l •.479:5.1 .\i - --- i, 74.5.1'.34 LF. I • 488.5•. i IlY 6 I/E 1471.51 ,.. , i1. TRIAD -. f lE 515.1 11814 115th Ave- NE IOrkland, VIA 98034 -6923 425 - 821.8448 425.8213481 fax 800.488.0756 Loll ties wvnv- tmdassac.c J I /E 574.9 I y 3 IE 514 5 --- - -- .._-- ..--- I II` ° EX. 12 CONC. I I I lE 573.8 I �GF i 1 EX. 12" CONC. IE 5132 UP W/ TRANSFORMER 6 +8 4 F.I I� t 1 - Ii 43. 0� f ? I I 1110t I': jl �I TO I I I PAD EL 1 • � HAD ' 1 ' ' 1 I �" � � A � � � , EX 12" CONC. 79:� i i r 1 488.0 a I IE 512. 0--.- - - - - .............. II z I I I I I EX. 12" CONC. 30' EASEMENT FOR / . ^- 479,Oi y`�- INGRESS AND EGRESS I - I I IE 511.5 111, 1 - -- I 1 I PAD EL ! 3+:76 14 LF - U - 1 6 +11 30 L `488.0 I� I I 6 ' IE 484:00 T III - "- 6 /£147 01 1'12 '.I i . 1.•113 I f_ 114 1 115 I I 116 117 :, I I If PAD ' L 1' I PAD •EL PAD EL ADEL `PAD EL 'PAD EL` i PAD EL. `i i PAD El. PAD EL i PAD EL. PAD EL 1 PAD EL I`.I r I Ps ya i r _ t �I 461.0 1 I 465.0'• x+6.5 $0.5 25 ,i 1 496.5 I, 498.5 i' 1 5025., 004.0 5080 508.5 i 512.5 r i 11 SHEET TW o KEY MAP NOT TO SCALE 'Fu®rfj� SCALE: 1" = 40' 0 20 40 80 OMCHMA99M 7UM: BASIS NAD dTY OF RMVMN GPS CONTROL NETN171RK Hdu1NO CITY OIF P.ENTON MONUMENTS aaR.f1851 (BASF PdM) AND GOLR. paw HORIZONTAL DATUM: HORIZONTAL NAD 83/51 VERncaL DAn&- VER7ICAL- NA VD B8 BENdIMAIBG dTY OIF Rw7R71N SURVEY CONTROL NE7mw MONUMENT j1852 3- BRASS SURFACE MONUMENT FOUND AT 774E CORNER OF NE 47H STREMSE 128TH ST.) AND 148TH AVE SE -7BM A- SET RR SPIKE IN W. FACE or UTTUTY POLE 8' ABOVE GRADE SE CDR OF 517E EL -4847' 7BM $- 70P OF 47(4- CONC MONUMENT AT NE OCR. d" 577E EL- 519.13 NOTE.• L07S 97 -104 REQUIRE BACKWATER VALVES INSTALLED ON 7ME SIDE SEWER. NOTE.• FOR PAD ELEVA77ONS SEE KING COUNTY ROAD AND STORM PLANS PERMITL02P0014 * NOTE.• THESE L07S REQUIRE SEWER EJECTOR PUMPS FOR BASEMENT POWDER ROOM. SPECIFICATIONS SHALL BE PROVIDED DURING HOME CONS7RUC77ON, NOTE ALL PROPOSED SANITARY SEWER MANHOLES SHALL BE 4810 UNLESS OTHERWISE INDICATED. i NOTE. SEE SEPARATE WATER PLAN SET FOR WATER PLAN AND PROFILE INFORMATION Checked for Compli ce to City Standards ® 2004 TRIAD ASSOCIATES a oc i► S J Q V cc Q Z 2 p� V TRIAD ASSOCIATES 11814 115th Ave- NE IOrkland, VIA 98034 -6923 425 - 821.8448 425.8213481 fax 800.488.0756 Loll ties wvnv- tmdassac.c V Z y 3 a oc i► S J Q V cc Q Z 2 p� V U o L � ho a W W a GERALD F. BUCK, AKP PROJECT MANAGER NICK A. Y/NGER, PLS PROJECT SURVEYOR REBECCA a CUSYMAN, PE PROJECT ENGIIM AFFERY L COX, ASLA PROJECT IANDSCAPE ARCBTUCT FIRST SUBMITTAL DATE: 4114104 SCALE: RM.: 1 --40' VW.: NIA 1f�11 °k S , 0 wAyH 61 e /oD x PO 3359 �6g E01STE+��JG�� STONAL e XP�P =S •,n;ios STAMP NOT VALID UNLESS SIGNED. AND DATED oa JOB NO. 01 -159 SHEET NO. 19OF 33 rG s r? s%A1N,q,E I. nt' T 0 8 .2-T v O � O i. V U o L � ho a W W a GERALD F. BUCK, AKP PROJECT MANAGER NICK A. Y/NGER, PLS PROJECT SURVEYOR REBECCA a CUSYMAN, PE PROJECT ENGIIM AFFERY L COX, ASLA PROJECT IANDSCAPE ARCBTUCT FIRST SUBMITTAL DATE: 4114104 SCALE: RM.: 1 --40' VW.: NIA 1f�11 °k S , 0 wAyH 61 e /oD x PO 3359 �6g E01STE+��JG�� STONAL e XP�P =S •,n;ios STAMP NOT VALID UNLESS SIGNED. AND DATED oa JOB NO. 01 -159 SHEET NO. 19OF 33 rG s r? s%A1N,q,E I. nt' T 0 8 .2-T v gM � o N a �a z 2 Z v 3 5 0 z J In ry z w O Cf) U ry Z Q � Q mP n O 6 ��s .0 W m d z o c� o .'m U) 0 � Q a 3 w o 0 H Q � � D o w W a- m 0 0 O 0 W z z W o � z > O O r/ U Cn Eon Of � U o v Ld a- i 3 om N h o n� � v 0 o a Ci 1 1 y i u o 1+20 15 L;F t \� 1 1 �O LL Q \_ RIM 458.4E 6' IE 450.01 (IN) Q '' -- 6' lE 452.21 (IN)- j 8'YE.45204 (OUT) Z 8' IE 449.84 (OUT) V J 1-1-35 40 LF. ..r i i I 1 z 0 5 0 z J In ry z w O Cf) U ry Z Q � Q mP n O 6 ��s .0 W m d z o c� o .'m U) 0 � Q a 3 w o 0 H Q � � D o w W a- m 0 0 O 0 W z z W o � z > O O r/ U Cn Eon Of � U o v Ld a- i 3 om N h o n� � v 0 o a Ci 1 1 86 PAD EL - 459.5 PI 30 LF. PIP 4530 SSM. 40 1 1 I 88 r -. PAD EL i ' 4630 i 32 ,' 1 +35.071.5.46 RT ;1 1+20 15 L;F t \� 1 1 j Q \_ RIM 458.4E 6' IE 450.01 (IN) I 1 +35 28 L.F. j 6 /E 456.00 '' -- 6' lE 452.21 (IN)- j 8'YE.45204 (OUT) 13 +7 19 L.F. 8' IE 449.84 (OUT) N +36 60 L0 1-1-35 40 LF. ..r i i I lE 454.50 1 _0 _ ----- - - - - -- SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. 85 PAD EL 86 PAD EL - 459.5 PI 30 LF. PIP 4530 SSM. 40 87 I ` PAD EL - -' 461.0 i I I 88 r -. PAD EL i ' 4630 i 32 ,' 1 +35.071.5.46 RT � it 1+20 15 L;F t \� 5 +33.17, 2.68 LT j RIM 460.21 i RIM 458.4E 6' IE 450.01 (IN) I 1 +35 28 L.F. j 6 /E 456.00 '' -- 6' lE 452.21 (IN)- j 8'YE.45204 (OUT) 13 +7 19 L.F. 8' IE 449.84 (OUT) N +36 60 L0 1-1-35 40 LF. ..r i i I lE 454.50 6 IE'458.00 ` _0 _ ----- - - - - -- c 6, - i 6 1£ 4,49.50 I 1 1 II 0 -- w WA -, % iI 07 v e 8" IE4FC67 -( /N) _ - . •��.�� . �� 4 8" lE 444.57 (OGT) XSSMHI S 540 FLATTOP RIM 450.45 i 8 +92 18 .F. , 8" lE 444.30 (lM), : 6 /E 449. UO _ -.. MANHOLES TOP 6" SS SCALE: 1" = 40' - IrgD eL 453.51 � it 1+20 15 L;F t \� 58•, `. 6 IE 456.50 I - - - - - -- 0"14' RIM 458,M I I _ 90 i � 13 +7 19 L.F. BENCHMARK/DATUM, 3 +86, 35 L.F. PAD EL 456.P 6 /E 456.00 '�. ^a i i I 3 +62 A555. LF. 66 / 57 6' lE & :j,5 (l N) 8' /E 451.38, (OUT) _0 _ ----- - - - - -- - - - - i 6 1£ 4,49.50 I 1 1 II \.1� +53 33 LF.., I 6 IE 446.89 -- �,' �...1__ - \2 99 35 LF HORIZONTAL DATUM. HORIZONTAL NAO 83/101 L 95 4560 � ip 71 �449. ! NO 7E.- SEE SEPARATE WA7ER PLAN SET FOR WATER ` n aTY OF RENTON SURVEY COWTROL NETMORIC PAD EL 458 5 4+25, 16 LF Iuu1 MONUMENT 11852 STAMP NOT VALID UNLESS SIGNED AND DAM 1 3' BRASS SURFACE MONUMENT FOLIND - -456- I 13 +03 33 L.F. AT THE CORNER OF N£ 47H STREFT(SE 128TH ST.) AND 148TH AVE SE i I 1 i 18' - -- 6 /E 454.50 ,j _� SE C01 O' 97E' 6 _ °4, 7' 6 /E 446.66 59 i � PAD EL. 459.5 7BM -a' TOW OF 4-X4' CONC MONUMENT 56 , IRA iT H - -' "" _..... _ \12+92 19 LF., 0. - 1' PAD EL 455.5 'I - �I 11 - / ? ) 6 IE 449.0 70 � '^ - j : FINISH GRADf I CONTOURS TYP SIDE SEWER CROSSING TABLE _ - - _ . . 12+63 33 L. F. 6 /E 446.46 i1 ll 11 3t83, 16 L.F. / :6 1E 45600 - 10 I 1 I I S5 --,.t � �/ 12 +65 19 L.F. , Y 5 1 PAD EL. 455.0 r , 1 i , , PAD'EL 459.0 •, - ' - - I r I 6 /E 449.0 = t .,�; - EXISTING GROUND ' `I TOURS TYP �-� -r -- 3 +46 16 -OF / 6 /E 455 0 1 +42, 33 L.F. I i PAD Et =A530 f ? 6 1E 446.35 _ ,PAD EL 4525 1 �° 1 1 I 61 PAD EL 454.5 / i h h I 54 EL 458 FLATTOP.. - i i68`12t13.69, 4.75 LT RIM 457.65 r . , .?� -:: . , i 1 i.,...6 l 2 +96, 16 L.F./ /E 454.50 Lu _ - . 8- lE 445.55 (IN) I 8" lE 445.45 (OUT) 62 i i - - - -- - -- `. 2 +75, -75 LF. i CIO 11+92 19 L.F . 6 /E 448.50 ; i i PAS EL. 454.0 n 6 /E 45350 Uj - I t l ..... 1 1+62 L .: t 33 X.. ,'.I i I j \ PAD EL 452.5 1 - - -- III I • 11+59 19 L.F. lE 448.50 1 '. I N"-6r- I I' I� ` L _` J �•' i 66 «1 € ' T2, A. 76F /E 4 63 - i 'I j1 - - 1�w 52 `+ _ _ _ - - -- P.40 EL 456.0 -- - - - -�. o.,A / / PAD EL 453.5 _t '� ��. -� - 2 +08 16 LF. i 6 / 11 +05 19 LF.! 6 %E 448.50 I !452. /- I 10 +82 19 .F. 6 /E 448. 0 1 - V ` 64 I, `` 4 PAD EL 453.0, I i 1- N 1 +88, / 6; lE 451.00 I "64; % PAD 1 452.5 ' 110, \ 10 +a4. 32 L. F. D.I.P. 6 /E 44645 v -' i .... _ _ 51 z -- ----- --- STI�1 -�- SS H -3754w FLATTOP 10 +5691 558 LT RIM 450.15_- ,-' .._. .._- .1.... byti `.- ._.. ...................... ''' ��7TD' =10" "--..?. - .__ - w WA -, % iI 07 v e 8" IE4FC67 -( /N) _ - . •��.�� . �� 4 8" lE 444.57 (OGT) XSSMHI S 540 FLATTOP RIM 450.45 i 8 +92 18 .F. , 8" lE 444.30 (lM), : 6 /E 449. UO _ -.. MANHOLES KEY MAP NOT TO SCALE N `` 6 lE 45600 -- 3 TOP 6" SS SCALE: 1" = 40' pq0 EL. 4a1t 89 � it 1+20 15 L;F t \� RlM 457.76 8' IE 450.64 (lN) 93 8' lE 450.54 OUT) 6 IE 456.50 1111 46 =8' I I _ 90 i � PAD EL 461.0 BENCHMARK/DATUM, 3 +86, 35 L.F. LOT 61 6 /E 456.00 '�. ^a PAD EL 45H0 3 +62 A555. LF. 66 / HMZ MAD 83/101 _0 _ ----- - - - - -- 48 I PAD EL 460.5 1 1 1 II `� : PAD EL.460.0 .: PAD DEL 458.0 1 +85 35 L.F. 6 /E 452.00 \2 99 35 LF KEY MAP NOT TO SCALE N `` 6 lE 45600 -- 3 TOP 6" SS SCALE: 1" = 40' 2 +91.02, 7.00' LT � it 0 20 40 80 RlM 457.76 8' IE 450.64 (lN) 93 8' lE 450.54 OUT) Q LOT 53 �� PAD EL459.0 \ I 2 +72 6 lE 454'°° t 445.91 BENCHMARK/DATUM, e I 94 LOT 61 8ASrQ OF 6EANV&% PAD EL 45H0 Iuu1 HMZ MAD 83/101 _0 _ ----- - - - - -- 48 aTY OF RMMV GPS CONTROL NETxaW HOLDING a1r OF RENTCW MCWUAIEH7S GOR.jl85f \ 2ti1, 35 L.F. _ :BASE POYN77 AND GO.R. 11852 6 /E 453.00 PAD EL PAD DEL 458.0 1 +85 35 L.F. 6 /E 452.00 SHALL BE 48 70 UNLESS OTHERWISE INDICA7ED. HORIZONTAL DATUM. HORIZONTAL NAO 83/101 L 95 4560 � VERRCAL DATUM. PAD EL 457.0 NO 7E.- SEE SEPARATE WA7ER PLAN SET FOR WATER VEIPTTCAL- NAND 88 ` n aTY OF RENTON SURVEY COWTROL NETMORIC Iuu1 MONUMENT 11852 STAMP NOT VALID UNLESS SIGNED AND DAM ,' ,' 3' BRASS SURFACE MONUMENT FOLIND - -456- AT THE CORNER OF N£ 47H STREFT(SE 128TH ST.) AND 148TH AVE SE - 18' - -- 'IM A' SET RR SPIKE IN W, FACE OF U77UTY POLE 8' ABOVE GRADE ,j _� SE C01 O' 97E' 46 , _ °4, 7' f i � PAD EL. 459.5 7BM -a' TOW OF 4-X4' CONC MONUMENT AT NE COIR. OF SI7E z,yb. EL-519.13 45 70' lE 444.20 (OUT) '�' � - TOP 6" SS � 6 +24 L.F. � it 445.54 --------------- , - -------------------------------------------- .81' LOT 53 / 450.00 5 \ I _ -. . -.- 445.91 447.50 1.59' LOT 61 6 i6 /-45J.00 448.09 1.7' 1 50 49 48 47 _ P D EL. 453 0 PAD EL. PAD EL PAD DEL 458.0 z 2 SHALL BE 48 70 UNLESS OTHERWISE INDICA7ED. 454.5 4560 � SSMH 33 , NO 7E.- SEE SEPARATE WA7ER PLAN SET FOR WATER SIONAL E� PLAN AND PROFILE INFORMA77ON =x?as •v •si� 7 +91.11, 299,' LT I 10 STAMP NOT VALID UNLESS SIGNED AND DAM ,' ,' RIM 454.92 I 8 ' 1£..443.84 -� - - 18' - -- I lE 443.741(OUT) -- ,j _� 46 , _ _ i i � PAD EL. 459.5 / �° 1 45 0 / I;., SIDE SEWER CROSSING TABLE Fro e LOT / TOP 6" SS BOTT. B" WA CLEARANCE LOT 64 445.54 44635 .81' LOT 53 445.82 44735 1.53' LOT 62 445.91 447.50 1.59' LOT 61 446.39 448.09 1.7' rK Q 4 c. 2 uj v, V Cc � C 4Y V W LL v Q ti W i v � w as n g g a Z n\ zz GERALD F. BUCK, A/CP PRwECT MANAGER NICK A. MVGER, FRS PROJECT SURVEYOR REBECCA S CUSHMAN, PE PROJECT ENGINEER N07E• 1'l�:lAll ASSOCIATES PROJECT LANDSCAPE ARCHITECT 11814 115th Ave. NE IGrldand• INA 98034 -6923 425.821.8448 425 - 821.3481 fax 800.488.0750 toll free ww Anadasso wm APPROXIMATE AND MAY NOT BE ACCURA7E OR ALL 0 INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCA7701V OF U77Ll77ES PRIOR TO a PROCEEDING W77H CONS7RUC710N, 3 Q 4 c. 2 uj v, V Cc � C 4Y V W LL v Q ti W i v � w as n g g a Z n\ zz GERALD F. BUCK, A/CP PRwECT MANAGER NICK A. MVGER, FRS PROJECT SURVEYOR REBECCA S CUSHMAN, PE PROJECT ENGINEER N07E• ,PEPPERY L COX, ASLA FOR PAD ELEVA7701VS SEE KING COUNTY PROJECT LANDSCAPE ARCHITECT ROAD AND STORM PLANS PERMIT AUZPO074 FIRST SUBMITTAL DATE: 4114104 SCALE: EM: 1' -4.0' W1.:N1 -- CA LLOOCA O OF EXISTING U77LI71ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURA7E OR ALL INCLUSIVE. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCA7701V OF U77Ll77ES PRIOR TO PROCEEDING W77H CONS7RUC710N, A S C WASy by NOTE: ALL PROPOSED SANITARY SEWER MANHOLES z 2 SHALL BE 48 70 UNLESS OTHERWISE INDICA7ED. j1 I NO 7E.- SEE SEPARATE WA7ER PLAN SET FOR WATER SIONAL E� PLAN AND PROFILE INFORMA77ON =x?as •v •si� Checked f to City Stondards 10 STAMP NOT VALID UNLESS SIGNED AND DAM _ - _ 4 D 0 JOB N0. 01-159 SHEET N0, 20OF 33 00 Q 2004 TRIAD ASSOCIATES ,� ` -C Cr.AtiNEn nrT n A �t�edr a O Q Z Ba o z z_ x 3 z 0 U �zoc7oau� o (A d a_ a 3 � o m � o � N m � F, w 0- w a 2 0 Q 0 ti W z z w s 0 U F o c U ov af w o O o 0 of N h O 3� �U W h O O d aW w a r m 0 (f) > W o' z W v►#p. # ;p- $� 443 4 4437 / SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W. r,p RA SEE *nEET 20, m"—E ONH Us If ILT];m- 7ltACT L -/ EXISTING `GROUND CONTOURS. TYP \ Q W jTRACT L O 1 Ifg. 1,36 KEY MAP NOT TO SCALE I N SCALE: 1" = 40' 0 20 40 80 BENCHMARK /DATUM: BASIS OF BEARING' HOR/Z NAD 83/111 CITY OF A9001V GoS CONTROL NEINaW HOLDING aTY OF mwmN MOWIM1EN75 OOR.11851 (BASS PANT) AND aaR. j7B52 !/OR170WTAL DATUM: HORIZONTAL NAD 83/111 MUTICAL DAW M?77CAL- NAYD BB SOVCHMARK:• aTr OF N NTON SURVEY CONTROL NETwaW MONIIMOVT j/852 3' BRASS SURFACE MONI/MOVT FUND AT 7NE CORNER OF NE 47H STREEI(SE 1287H ST.) AND 1487H AVE SE 'TOM A- SET RR SPIKE IN W. FACE OF U77LITY POLE 8' ABOVE GRADE SE OCR OF 97E EL-464.r 78M 14' MP OF 4'X4' MVC MOIAIMOVT AT NE COR OF -q 7F EL- 5/9.13 N07E• L07S 74-79 REQUIRE BACKWATER VALVES INSTALLED ON 7HE SIDE SEWER. # NO7F.- 7HESE L07S REQUIRE SEWER &ECTOR PUMPS FOR BASEMENT POWDER ROOM. SPECIFICATJONS SHALL BE PROVIDED DURING HOME CONSTRUC710N_ CAU170N LOCA7701V OF EVVING U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE IT IS THE CON7RACTOR S RESPONSIBILITY TO FIELD VERIFY LOCATION OF U77LI71ES PRIOR TO PROCEEDING WITH CONS7RUC770N. NOTE.* ALL PROPOSED SANITARY SEWER MANHOLES SHALL BE 4810 UNLESS OTHERWISE INDICATED. N07E• SEE SEPARATE WATER PLAN SET FOR WATER -; PLAN AND PROFILE INFORMATION Checked for Compho e to City Standards A G JAL Z Q 2004 TRIAD ASSOCIATES �, /7 , �- j / V -, C '� le /TRIAD ASSOCIATES "814115th Ave. NE FOrkland, WA 98034 -8923 425.821.8448 425.821.3481 fax 800.488.0756 mtt free w - biadass wm a WO yU I ccZ W � S e � U � Z Z O 2 y 3 S z o� o� � N GERALD F. BUCK, AKp PROJECT MANAGER NICK A. MGM PLS PROJECT SURVEYOR REBECCA S CUSHMAN, PE PROJECT ENGINEER "FERY L COX, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 4114104 SCALE: Hm.:1" =40, Vw.:N /A 1�'1�DA S O WA 9 6' Z, �O 37359 .off ggOIST0S - ss /OVAL ECG 0 STAMP NOT VALID UNLESS SIGNED AND BATED p o JOB No. 0 1- 159 SHEET NO. 2 10F 33 q JE7 o� 77 SCANNCE 'IT V O Q W O 1 v � w a S z o� o� � N GERALD F. BUCK, AKp PROJECT MANAGER NICK A. MGM PLS PROJECT SURVEYOR REBECCA S CUSHMAN, PE PROJECT ENGINEER "FERY L COX, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 4114104 SCALE: Hm.:1" =40, Vw.:N /A 1�'1�DA S O WA 9 6' Z, �O 37359 .off ggOIST0S - ss /OVAL ECG 0 STAMP NOT VALID UNLESS SIGNED AND BATED p o JOB No. 0 1- 159 SHEET NO. 2 10F 33 q JE7 o� 77 SCANNCE 'IT V O z z_ x v 3 v U o 0 T� U) a 0 w U I � LLJ v) Z (l') u� ::::) O ry J U Q C� O Z a z r Q n $m O � W W c a a � N N W J 7 7 Z W Z } 30 > N V �1 U B W 3 W w w 3 m m aZa0 o N N C, N d a a� a a � w a � N 0 h x o w r 0 Q 0 0 0 2 H 4 Z W U Z > O O U U In o af U o v lr W � w 0 °o of N �n ^o N, � U W U 4 � Z ri 490' 480 470! 460' 450 SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. 440 I sSM 5 1�I_.&_66 RM 454. m° lE 441.47 (IN) I PRORLE SCALE RIM 447.54 )O° lE 441.37 (OUT) 1 "= 4,T HORIZOI A f0' IE 440.54 (IN) 8' IF 441.64 (/N) 1'= 4� Vt R71C IL 10' IE 440.44 (OUT) EXISTING GROUND PROPOSED FINISH GRADE SSMC EL. AT C (TTP) EL AT C T1P ro°c m SEE PLAN SHEET 17 � � R�O��L L c 450 B� � TR.i AD GERALD F. BUCK, AMP PROJECT MANAGER ASSOCIATES NICK A YINGER PLS PROJECT SURVEYOR 11814 115th Ave. NE IGrldand, WA 98034 -6923 PROJECT ENGINEER 425.821.8448 J97ERY L COX. ASLA PROJECT LANDSCAPE ARCRTTECT try 425.821.3481 fax 800.488.0758 toll fine Q j yQ 490 w - tiadassoc.mm N S Ga WAS yyo� Mj N Z Z IY W �p 37359 41 q�CI STE- "G�� ONAII Checked for Co fiance to City Standards vJ � -480 W JOB NO. h s a 01-159 SHEET N0. 220F33 3v yZ v ® 2004 TRIAD ASSOCIATES 470 Q co Z � W SCANNEI, nrT 08 _:2$W y U. v W U U 460 m i � z o � � a a g � EXISTING GROUND PROPOSED FINISH GRADE SSMC EL. AT C (TTP) EL AT C T1P ro°c m SEE PLAN SHEET 17 � � R�O��L L c 450 B� � z° GERALD F. BUCK, AMP PROJECT MANAGER NICK A YINGER PLS PROJECT SURVEYOR RES£CCA S CUSYMAN, PE PROJECT ENGINEER J97ERY L COX. ASLA PROJECT LANDSCAPE ARCRTTECT 44� FIRST SUBMITTAL DATE: 4114104 SCALE: a01I1Z.: 1 m40' VM.:1 4' I S Ga WAS yyo� a Z IY W �p 37359 41 q�CI STE- "G�� ONAII Checked for Co fiance to City Standards Wag � �n STAMP NOT vALID 9 V1iL6JJ JLGPlJ! AI \Y DAl ED I� 7 9 1,3 JOB NO. h s a 01-159 SHEET N0. 220F33 ® 2004 TRIAD ASSOCIATES s SCANNEI, nrT 08 _:2$W y S a FN O a 0 a a1 R 0 z_ x 3 L I 51( Q V J 50c w V) W w W LL C LLJ I_L_I z CD w IC u 496 C/7 _ CD >— 00 co z z Q �a y 480 N N 470 Z w z U U > 0 aw y W W !Y WU WU aiZoC7odo¢ � N U a K � 3 o ° w CN Q h X O w } wCl- J 2 Q Q, Q O 2 O H � z w z > 0 0 U U In 4 U o vKr w a_ v O o rnN n o > U U o d SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. SEE PLAN SHEET 17 TRIAD ASSOCIATES 11814 115th Ave. NE ,",land, WA 98034-6923 425.821-8448 425.821.3481 fax 800.488 0756 tall f w ww Madass -mm RIM 460.29 SSMH 6 I g 10' IE 442.71. (INj - RIM, 456 1.91 (IN) RIM 454.66 440 "' a a JT) 10' IE 44261 (OUT) 10' lE 441.81 (OUT) 10' IE 441.47 (IN) a a 10' lE 44137 (OUT) � C a u PRORLE SCALE z 4�4a�C4�4a 1 40" fiORl701YTA 1 "= 4' VERACAL GERALD F. BUCK, A10P PROJECT MANAGER 146TH AVENUE SE NICK A. YWGM PLS PROJECT SURVEYOR EXIS77NG GROUND PROPOSED FINISH GRADE REBECCA E S. GINEERN EL. AT C (TYP) EL. AT 7 P PROJECT ENGINEER �EfFERY L COX. ASU PEOIF.Cf fiHILSGPP. ARCHIT_F.C1' FIRST SUBMITTAL DATE: 4114104 ai `D ro e la SCALE: Razz.: 1' =40' VM.:1'=4. 'M 2 +00 3 +00 4 +00 5 +00 1/0A SEE PLAN SHEET 17 o S (/ WAS � a \2 ��9sTOYAL4F'�G�c Checked for Com Hance to City Standards STAMP NOT VALID �( %v UNLESS SIGNED AND DATED ° 7 I'Zq l/]� JOB N0. 01-15.9 0 G SHEET NO. 23 OF 3 i7 & X o� Q 2004 TRIAD ASSOCIATES rm c m _...- ® Y°.. r 4 im R (V O ti is W 2 1 +51.50 460.56 - -- 150..0° _._ _._ __ -_.. ___ _.__.___ - •_-_. ___._._ _..._ ___._ _...... .. _ 000 N ~ A V -STA 2 PYl =.4 +46.60 PVI EL£V = 457.12 SSD 150.0' J 3 6; 75.0" VC m m N I �, S h4 0 + +o PROPOSED FINISH GRADE n °of h LAU AT 4' ) zllon + 460 it CC Q fij 4i U) Cm co U .. ve W W II 2 O CC A EXISTING GROUND 1 , ' .. _........ ., AT C TYP V LL _... Z O 450 � U U C 234' -f0' C900 S= 0.0030 Q 114' -10' PVC S= 0.0030 O SSMH 15 ISSMH f0 W z RIM 460.29 SSMH 6 I g 10' IE 442.71. (INj - RIM, 456 1.91 (IN) RIM 454.66 440 "' a a JT) 10' IE 44261 (OUT) 10' lE 441.81 (OUT) 10' IE 441.47 (IN) a a 10' lE 44137 (OUT) � C a u PRORLE SCALE z 4�4a�C4�4a 1 40" fiORl701YTA 1 "= 4' VERACAL GERALD F. BUCK, A10P PROJECT MANAGER 146TH AVENUE SE NICK A. YWGM PLS PROJECT SURVEYOR EXIS77NG GROUND PROPOSED FINISH GRADE REBECCA E S. GINEERN EL. AT C (TYP) EL. AT 7 P PROJECT ENGINEER �EfFERY L COX. ASU PEOIF.Cf fiHILSGPP. ARCHIT_F.C1' FIRST SUBMITTAL DATE: 4114104 ai `D ro e la SCALE: Razz.: 1' =40' VM.:1'=4. 'M 2 +00 3 +00 4 +00 5 +00 1/0A SEE PLAN SHEET 17 o S (/ WAS � a \2 ��9sTOYAL4F'�G�c Checked for Com Hance to City Standards STAMP NOT VALID �( %v UNLESS SIGNED AND DATED ° 7 I'Zq l/]� JOB N0. 01-15.9 0 G SHEET NO. 23 OF 3 i7 & X o� Q 2004 TRIAD ASSOCIATES rm c m _...- ® Y°.. r 4 im R I� I� z z_ x 3 y u 0 ry Q Z (,n 0 0 U 01) w w 0 0!� w >- n Cf) r,,, w w o �¢CD w = o � � z z Cn �P 3 Q o =� I Q — �- 010 U V N N 0_ 0_ 3 � Q r o \ w a � Q � N � rn � h X O w } W a M s a 0 Q 0 0 w z Z w c Z a p O U O In o m � w a 3 0 °o rn N h N i � U W i °>a O aw z 490;__ 480- 470 460 450' 440 SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. PROFILE SCALE 11= 40' HORIZ011 1'= 4' VERTICAL 147TH AVENUE SE SE 125TH STREET SSMH 10 I RIM 457.64 8' IE 442.08 (IN) 10" IE 441.91 (IN) 10' IE 441.81 (01JT) 6 +00 7 +00 490 480 1 TRIAD A S S O C I A T E S 11814 115th Ave. NE Kddand, WA 980348923 425.821.8448 425.821.3481 fax 800.488.0756 tdi fns w .triadassmwm 470 > U V 460 450 440 m a V 2 Q Z y 12 E 2 3 N as _ uj ACC O� GMALD F BUM AMP PROJECT MANAGER Z REH£CCA S. CUSHMAN. PE PROJECT ENGINEER M FIRST' SUBMITTAL DATE: 4114104 W Lt, y 63 ■ 5 'Q X �� U Q OV WAS d' Q boa y "35_ � w Checked for Com 'once to City Stcndcrds L-4�•` i �9 JOB NO. 01-159 � O 470 > U V 460 450 440 m a V 12 E 2 N as _ ACC x GMALD F BUM AMP PROJECT MANAGER NICK A. MGER, as PROJECT SURVEYOR REH£CCA S. CUSHMAN. PE PROJECT ENGINEER ,.EFFERY L COX, ASL1 PR07ECl' ilNII.CfLPE ARCHITECT FIRST' SUBMITTAL DATE: 4114104 SCALE: Hotel.: i" =40' Mr.:1" =4' S OV WAS d' boa y "35_ ONAL E� Is STAMP NOT VALID UNLESS SIGNED AND DATED Checked for Com 'once to City Stcndcrds L-4�•` i �9 JOB NO. 01-159 SBEET N0. 24 OF qq 77 Ja7 oP 1 ®2004 TRIAD ASSOCIATES 7, SCANNED nrr 0 8 °z 0 s 0 0 z 0 z_ x 3 u N�O LL Q c J Z w J 0 cn rr, z 3 o w c� cV � W Z Q z Q Cn $a a 2Y tz U Eil W y B W W W GGGGXXIIII m a z 0 a . ¢ ti ( a a a� a 3 a o 0 w ul 2 � Q � � o rn h o w C) m J s Q 0 O w ~ 4 Z W O S z > O O U V) _o v Of w i � m 3 o� o a, N ul � O N, z Jp�? SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. SEE PLAN SHEET 18 _- TRIAD ASSOCIATES 11814 115th Ave. NE lOrklard, WA 98034 -8923 425.821.8448 425.821.3481 fax 800.488 -0758 toll free w Ariadassac.mm z o � � a o z z a GERALD F. BUCK, AICP PROJECT MANAGER NICK A. YNGER, PLS PROJECT SURMUH REBECCA S CUSNMAN, PE PROJECT ENGINEER .EEFERY L COX AS U PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 4 114104 SCALE: Him.: 1'-40' vw.:1 =4' S r � o" �f1 z �D 3359 -p�'C t aTF.4F�� 5 5 EXPIRES 11/5/05 0 Ir Co m iance to City Standards STAMP NOT VALID 6 We2R p UNLESS SIGNED AND DATED JOB NO. 01-159 SHEET N0. ZJ C OF3 q n� s� ®2004 TRIAD ASSOCIATES 77 -7 -- SC.AMEr' a 2 O 2 L cc W � W ~N Lu � y ti � LL O � bd vv h yN Q7 a n z o � � a o z z a GERALD F. BUCK, AICP PROJECT MANAGER NICK A. YNGER, PLS PROJECT SURMUH REBECCA S CUSNMAN, PE PROJECT ENGINEER .EEFERY L COX AS U PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 4 114104 SCALE: Him.: 1'-40' vw.:1 =4' S r � o" �f1 z �D 3359 -p�'C t aTF.4F�� 5 5 EXPIRES 11/5/05 0 Ir Co m iance to City Standards STAMP NOT VALID 6 We2R p UNLESS SIGNED AND DATED JOB NO. 01-159 SHEET N0. ZJ C OF3 q n� s� ®2004 TRIAD ASSOCIATES 77 -7 -- SC.AMEr' a x 5 e a s a z 0 z_ x 3 y O O Q O CO z w U J_ Li Q1 n C/- Z W Lj-j > =D W ¢ 0 cn z z Q cn �a o �z g= Q _ U ,21WI ?m ,21 ��aIz U � !n ll D o CD W R � Q rn x n x o W } Wa a s 0 0 4 ti cn Z W O � Z aO O U to Ej o v Ld w U lZ v O 0 of �o v �o O W a� z it 47 461 451 441 SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. SEE PLAN SHEET 20 470 4 "i f-J �E- N u z= �WIAJ 4.50 440 TRIAD ASSOCIATES 71814 115th Ave- NE Krkland, WA 98034 -8473 425.821.8448 425.821.3481 fax 800 48e.075e toll f� w - tnadassommm `dl ~ Z 2 0 Z a z WAS 2S' 0 ��A R 37359 co�C/;TE4�i S� V _x�w =_s i sios c c Checked for C pliance to City Standards STAMP NOT VALID UNLESS SIGNED ARID DATED �O JOB NO. 01-159 o SHEET N0. 2�'* 33 6,a of � se Q 2004 TRIAD ASSOCIATES A, ?t )a %;-D OCT n 9 . , �f �O � V z c coo 3Y 3 3� W Lu S S Q 2 O m �a II 2 W rZr � a a a a o fiC °z ag?" F. BUCK, A1rp PROJECT MANAGER N/CK A Mw?, PLS PROJECT SURVEYOR HEBECCA S Cmm", PE PROJECT ENGDODD3 tj EE Y L C074 AS" PROJECT LANDSCAPE ARCHITECT FHW SUBMITTAL DATE: 4/14/04 SCALE: um: 1 -4a' 9®t1.:1• =4• 1fti110A c? -S Co S� V _x�w =_s i sios c c Checked for C pliance to City Standards STAMP NOT VALID UNLESS SIGNED ARID DATED �O JOB NO. 01-159 o SHEET N0. 2�'* 33 6,a of � se Q 2004 TRIAD ASSOCIATES A, ?t )a %;-D OCT n 9 . , �f --*D OCT 0 8 -?-Oclil M m N n z 0 _z x 3 y u �0 L� Q Z 0 z W U J Li � W ~ Z n- LLJ ::D ::D LLJ O� C� V) C7 � � Z Y Q � � Z Q cn �p D xd k _O A '�Y Y� W '� W� W W ai Z® o d, K K OU � V) O a am a D o \ W 4 m h O W } w a m 0 2 Q 0 0 W� �Z W o� Z ti O O U U (n U Of sz n o vcr W D_ i 3 o O O � O rn N ul � O as o 480 a1ij 460 SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. PROFILE SCALE 1- HOR /ZON.TA 1 "= 4' VERWAL 146TH COURT SE II ' 480 S-3/870f SEE PLAN SHEETS 18 AND 19 ROLL 195 r _r w r W.—M m 144 470 i i TRLAD ASSOCIATES 11814 115th Ave. NE IGddand, WA 98034 -8923 425.821.8448 425.821.3481 faz 800.488 -0758 toll free w Anadassmwm Checked for C plionce to City Stondards i ' STAMP NOT BAUD (: UNLESS SIGNED ANTI DATED (N 4 a JOB No. 01-159 SHEET No. 28OF 33 Q2004 TRIAD ASSOCIATES 1 D APT B O Ow =. v uC v o Z Q Z uj 3 LL V xc (a cc W � 3 I � rc Q V Q � � Z Q O � w � v W U M U ¢ 2 � n a C e? f? 2p2 WW Z " t3 a � a a = CC Z- GERALD F BUM( ALrp PROJECT MANAGER NICK A. Y/NGM PLS PROJECT SURVEYOR REBECCA S CU.9NAN. PE PROJECT ENGINEER JUTERY L COIL; ASLA PROJECT LANDSCAPE ARCMCT FIRST SUBMITTAL DATE: 4114104 SCALE: H01M: 1 °a40' S p WASH d'f' z 7359 Checked for C plionce to City Stondards i ' STAMP NOT BAUD (: UNLESS SIGNED ANTI DATED (N 4 a JOB No. 01-159 SHEET No. 28OF 33 Q2004 TRIAD ASSOCIATES 1 D APT B O Ow =. v uC v o i n n z 0 Z Z_ x v 3 y i u o O L� Q Z G w U w J z LLJc~no W CV U o C/-) � U <C z Q Cn �p C) O d- a a D! N N (7 J N U 3 } O j N ' U O w gF3g Um m {�Z�o C�75t1¢K rn N C) U d V) m a 0 a C) w a � � o rn h x o w r a m w J 0 O 2 0 w ~ r Z w o � Z a p O U U In Ej o m � w �3 o� o� N Ul N, � U W O c � 516 506 496 480 470 SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W. PROFILE SCALE 1 " " = -40 HORIZONTA IAV4 R 1 1 "= 4' VER77CAI � RIM !.477.55 ' 8" IE 466.31 (1N) ✓ 6" IE 466.21 (OUT) SE 121ST STREET 5 +00 4 +00 3 +00 2 +00 1+00 SEE PLAN SHEET 18 ROLL 195 510 500 r'PTfj 480 470 460 143, R r um 5-31$710 Alll I TRIAD ASSOCIATES 6 ° ri Z 425.821.8448 425.821. ax 00.3481 t 8488.0758 toll free w .biadassoc.mm Z O 516 506 496 480 470 SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W. PROFILE SCALE 1 " " = -40 HORIZONTA IAV4 R 1 1 "= 4' VER77CAI � RIM !.477.55 ' 8" IE 466.31 (1N) ✓ 6" IE 466.21 (OUT) SE 121ST STREET 5 +00 4 +00 3 +00 2 +00 1+00 SEE PLAN SHEET 18 ROLL 195 510 500 r'PTfj 480 470 460 143, R r um 5-31$710 z QNAL0 F. BUM, A/LP PROJECT MANAGER NICK A. MCER, PLS PROJECT SUUEYOR REBECCA S CUSHMAN, PE PROJECT ENGINW .EEE Y L CO7( ASLA PROJECT LANDSCAPE ARCHITECT FUM SUBMITTAL DATE: 4114104 SCALE: N=.:1 S Wq 9.y Sr '}1 Z 0 37359 ACV �Y �cny E /sitRv s70NAL XF'lRES I Checked for Co pliance to City Standards STAMP NOT MALW 10 UNLESS SIGNED AND DATED JOB NO. 01-159 00 SHEET NO. 290F 33 y ti o� ® 2004 TRIAD ASSOCIATES L OCT 0 9 Alll I TRIAD ASSOCIATES 11814 115th Ave- NE lGrldand, WA 98034-6923 425.821.8448 425.821. ax 00.3481 t 8488.0758 toll free w .biadassoc.mm Z O 2 Z Zs LZ 00 V 3 v� y Z p 'V C 2 o 'Q uj E. � W O c, V C7 6 d z a a z QNAL0 F. BUM, A/LP PROJECT MANAGER NICK A. MCER, PLS PROJECT SUUEYOR REBECCA S CUSHMAN, PE PROJECT ENGINW .EEE Y L CO7( ASLA PROJECT LANDSCAPE ARCHITECT FUM SUBMITTAL DATE: 4114104 SCALE: N=.:1 S Wq 9.y Sr '}1 Z 0 37359 ACV �Y �cny E /sitRv s70NAL XF'lRES I Checked for Co pliance to City Standards STAMP NOT MALW 10 UNLESS SIGNED AND DATED JOB NO. 01-159 00 SHEET NO. 290F 33 y ti o� ® 2004 TRIAD ASSOCIATES L OCT 0 9 a 0 0 0 z 0 z x 3 Y U O Q Z U w J O �- � Q z 3 o w z U Ln fD � U Z Q Y Z Q C/-) �a n O = ,;4- 3�o 1 Q � U U V IS W W m m ai z�05d 0 C a- a o. Q 3 a o � w a � � � � o rn X o w d m J z Q 0 O w ~ z Li a � z > O O U U N U 0_ o v of U � 3 0 0 of ry� n o w 0 c � a W Z Nw 510 _ __ 50 491 E 47( 1 ` 40 HORIZONTA 1'= 4' VERTICAL TRdr'T N EXISTING EL. AT GROUND ¢ (TYP) PROPOSED EL. AT ¢ TYP FINISH GRADE "'1 p n o() p o p ro p o h h p o u1 r +uu Z+uu s +uu SEE PLAN SHEET 19 v • SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. 490 y v v �............ .. .._............ . .. ............... . + N¢ + o i U go I I i i ti0 480:-- ` `... \ __..._otai . ...__........ p p ..........:....PROPOSED F FINISH -- -. tLj r) M111, Ell� ZT- ASSOCIATES 11814 115th Aye- NE i0 rldand. WA 98034 -8923 425.821.8448 425.821.3481 fax 800.488 -0758 toll free -- rladass wm 2 O O � O uj 3 v0 �v QC v >Q U Q cc 2� C o CO W LL O n h V � � m � a n z y O ZS Ll b °z _ PP.ORLE SCALE PROJECT ifA AGER 11'-- 4LOY HOR/ZONTA NICK A. MGD?, PLS 480' 1.' =_ .4 "....VER71CAL _ PROEM SURVEYOR SE 124 TH ST PRO CfC1 ENGINEER ADJACENT SEWER PR�OJEC!f LANDSCAPE ARCHITECe FIRST SUBMITTAL BATIS: 4174104 EXIS77NG GROUND PROPOSED FIN /SH GRADE SCALE. BUM:l -ffi40' V :1'aa' EL. AT ¢ (TYP) EL. AT ¢ 7YP 0 110A S OF W A A d' SEE PLAN SHEET 17 a z2 7 :3T o�A gRG:'E�•`9v� /ONAL 6� I = Xn!R =S 'lP5 /05 p Checked for C mpl/once to City Standards S"iAmr Nvt 7ALU, _ c UNLESS SIGNED AND BATED N 0 0 JOB NO. 01-159 SHEET N0. 30 OF 33 s� ®2004 TRIAD ASSOCIATES -;w —C) OCT 0 8 -7 i • Sj n z y O ZS Ll b °z _ PP.ORLE SCALE PROJECT ifA AGER 11'-- 4LOY HOR/ZONTA NICK A. MGD?, PLS 480' 1.' =_ .4 "....VER71CAL _ PROEM SURVEYOR SE 124 TH ST PRO CfC1 ENGINEER ADJACENT SEWER PR�OJEC!f LANDSCAPE ARCHITECe FIRST SUBMITTAL BATIS: 4174104 EXIS77NG GROUND PROPOSED FIN /SH GRADE SCALE. BUM:l -ffi40' V :1'aa' EL. AT ¢ (TYP) EL. AT ¢ 7YP 0 110A S OF W A A d' SEE PLAN SHEET 17 a z2 7 :3T o�A gRG:'E�•`9v� /ONAL 6� I = Xn!R =S 'lP5 /05 p Checked for C mpl/once to City Standards S"iAmr Nvt 7ALU, _ c UNLESS SIGNED AND BATED N 0 0 JOB NO. 01-159 SHEET N0. 30 OF 33 s� ®2004 TRIAD ASSOCIATES -;w —C) OCT 0 8 -7 i • Sj = Xn!R =S 'lP5 /05 p Checked for C mpl/once to City Standards S"iAmr Nvt 7ALU, _ c UNLESS SIGNED AND BATED N 0 0 JOB NO. 01-159 SHEET N0. 30 OF 33 s� ®2004 TRIAD ASSOCIATES -;w —C) OCT 0 8 -7 i • Sj OMP L ON o O e 5 0 s h 0 2 Q 0 n 0 z R � o: � S o E v1 t E L t 0 3 o � i o o� O U O n rt f W >W ~ O w z � 0 z ry Q Q � J z Q Q �w C) �a M M r6" MIN. M 6' MIN. z TYPICAL � -2" MIN. 3 = MANH` 6" MIN. ONE CENG7H OF DUCTILE IRON TEE PIPE CLASS 50) TO SOLID 112 PLUG AS DAM BEARING WHEN SPAN IS MORE THAN 4. FLEXIBLE JOINT BACKFlLL N7H COMPACTED MATERIAL AS DIRECTED BY 6" MIN. ENGINEER. z 0 z 0 U CONCRETE CLASS C POURED IN PLACE TYPICAL MANHOLE FOUNDATION CONSTRUCTION CONCRETE ENCASED DROP CONNEC TION NOT TO SCALE 3 4" SQUARES SPACED - _J14- AS INDICATED - HT. 1 8 11 ... RAISE -112" / WIDE BORDER 1_1/4 CAST IRO PIPE MA 7ERII BY THE ENGI, SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., R SANITARY SEWER CLEANOUT DETAIL NOT TO SCALE CITY OF RENTON DWG. NAME., BW18B SP PAGE., B076 nv.c SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COALED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL. COLOR OF COATING SHALL BE WH17E. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE CITY OF RENTON DWG. NAME., BR28 SP PAGE. B071 W SEE NO 7E 4 p 6 go W SEE NOTE 4 LIMITS OF PIPE ZONE I LIMITS OF PIPE ZONE H 90 BACKFlLL MATERIAL - I Z SEE 7v07F 5 1' 6" CONCRETE CLASS C BEDDING MA7ERIAL (SEE NOTE 8 C FOR FLEXIBLE PIPE a a FOUNDATION LEVEL (SEE NO 7E_ 7) B a a• FOUNDATION LEVEL x x B A (CLASS A DES /GIN /�A U J to U U z 3 a N y w SEE NO IF 4 (CLASS F DESIGN) 0 2, I LIMITS OF PIPE ZONE BEDDING FOR FLEXIBLE PIPE a •• = 6 6 c cS BACKFlLL MATERIAL 00 w w w w w (SEE NOTE 5) BEDDING MATERIAL d F FOR RIGID PIPE C C N NOTES: Ln Q Q ( (SEE N07£ 6) 1 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. C H H 1 FOUNDATION LEVEL T T 2 2. HAND TAMP UNDER HAUNCHES J- H HAND TAMP ONLY. \ ( (CLASS S. C. D. DES /GIN.? 4 4. SEE 'EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION BEDDING FOR RIGID PIPE O OF THE STANDARD SPECIFICTAAONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. w T } B BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -112 I.D. + 18" a m m B BEDDING CLASS DESIGN 5 5. TRENCH BACKFlLL SHALL CONFORM TO ' BACKFILLING SEWER TRENCHES" IN 714E DIMENSION C CLASS A C CLASS B C CLASS C C CLASS D C CLASS F S SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT 77-IAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAM£7ER SHALL NOT BE USED IN 7Hi 4" MIN. B BACKFlLL MATERIAL. A 1 114 I.D. Z ZERO 6 6. SEE 'BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE 12" MAX. S STANDARD SPECIFICATIONS FOR 774E MATERIAL SPECIFICATIONS B 1 114 a0. 1 112 aD. 1 1/B aD. Z ZERO a aD. 7 7. SEE 'BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICATION FOP 774E !MATERIAL SPECIRCARONS. C J J14 oa. 1 112 o.D. 1 119 as O O.D. - - 8 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAINTAINED. O cn 0f Z . = 7 -.Ap/eg PIPE BEDDING FOR SANITARY SEWERS NOT TO SCALE CITY OF RENTON DWG. NAME.. BW18C SP PAGE: B077 -1 �-112" WEB 8 PL. no ., W.M. SAND 8' OR 10" PVC 20' STEEL CASING NO7E THE CASING PIPE SHALL BE SM007H STEEL, BARE PIPE; 0.375 INCH MINIMUM WALL THICKNESS, AND COMPLY WITH AS774 A139, GRADE C, WITH A MINIMUM STEEL YIELD OF 36,000 PST. TO SUPPORT THE PIPE INSIDE THE CASING PIPE SLIDES OR 4x4' TREATED AMBERS WITH STAINLESS STEEL STRAPS SHALL BE USED TO MAINTAIN VER77CAL AND HORIZONTAL ALIGNMENT. AFTER INSTALLAAAN OF THE PIPE IN 7HE CASING IS COMPLETE; SAND SHALL BE BLOWN IN70 CASING AND THE ENDS OF THE CASING SHALL BE GROUTED. PIPE CASING DETAIL NOT TO SCALE 24"x 6" FRAME AND UP PER DRAWING BR29. 4' MIN. TO NOTES - 12" MAX. /. STEPS TO BE 314" 8 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL _ k 2. STEPS ARE TO BE IN PLACE BEF1IRE MANHOLE SECTIONS ARE INSTALLED. Tn 3 CASTING TO BE PER DRAWING BR29. p 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 12" a 5. OPENING SHOULD BE ON DOWNS7REAM SIDE. 6. ALL JONTS SHALL BE C4?OU7ED. 2' 7. SANITARY SEWER MANHOC£S SHALL HAVE ALL INTERIOR Q SURFACES, INCLUDING CHANNELING, COATED (SEALED) .' W771 A HIGH SOLIDS URETHANE COATING,• 4' 1$ 54' v WASSER MC- CONSEAL OR APPROVED EQUAL; _ COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. •- ° 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 314 THE INSIDE DIAMETER OF 714E LARGEST PIPE. .- 6' 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. SANITARY 54" MANHOLE FLATTOP TYPICAL DETAIL NOT TO SCALE CITY OF RENTON DWG. NAME • BR37 SP PAGE. B072 1 2 "x3 "x38" NON -SKID PATTERN CASTJN7EGRAL ON TOP 26-J18" 25-114" o rL' r3/4" 6" BUILDING SEWER I - 1 'I r 23_1 4" `TEE WITH 6" SIDE OURET 33 -1 4" WTARY SFNER NOTES AND SP£Cli7CATTONS: 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE W17H THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST E0I770N OF THE WSDOT/APWA STANDARDS AND SPECIRCA77ONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE UM17ED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS 0774ERWISE APPROVED IN WRI77NG BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL S7REET CLOSURE$ PARTIAL OR FULL, SHALL BE APPROVED BY THE 7RANSPORTA7701V DIVISION 24 HOURS IN ADVANCE. THE POUCE DEPAR7MENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE Wl774 THE STANDARD SPECIRCA77ONS FOR MUNICIPAL PUBLIC WORKS CONS7RUC770N" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS AS5ogA770N, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS 4. ALL LOCATIONS OF EXISTING U71U77ES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CON7RACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE 5. A PRECONS7RUC77ON CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO STAR77NG NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG CONSTRUCTION. (INSPEC77ON WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO N077FY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CO1VS7RUC710N AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE 7. IT SHALL BE 7HE RESPONSIBILITY OF 714E CON7RACTOR TO OBTAIN STREET USE AND ANY 077-IER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY 7HE GTY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL 07HER PLANS 9. A COPY OF THESE APPROVED PLANS MUST BE ON 774E JOB S17E WHENEVER CONSTRUCTION IS IN PROGRESS f0. 714E CON7RACTOR 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. it. BACKFlLL SHALL BE PLACED EQUALLY DN B0774 SIDES OF THE PIPE IN LAYERS W17H A LOOSE AVERAGE DEP7H OF 6 INCHES, MAXIMUM DEPTH 'a 8 INCHES, 7HOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE O1AA4E7ER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. M:47ERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO 774E EXISANG ASPHALT SHALL BE NEAMINE CUT WI774 SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLAr,'ED IMMEDIATELY AFTER BACKFLL AND COMPACTION. A PERMANENT HO! MIX PATCH SHALL BE PLACED WI774IN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS 13 DA r,%4 SHALL BE CITY OF RENTON, NAD 1983/1991 & NA 1988. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPAR77WENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONS7RUC770N. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERTY PREPARED FOUNDATION IN ACCORDANCE WIN SECTION 7- 02.3(1) OF 7HE CURRENT STA7E OF WASHINGTON STANDARD SPECIFTCAAONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF 7HE OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MA7ERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PR'E SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKE7ED A57M D 3034, SOR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, ADD 1 FOOT CONCRETE PAD AROUND RING COVER MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 78 INCHES ABOVE FINISHED GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. _ PROPERTY LINE _ 3' MIN. 6' FUTURE I - J BUILDING SEWER TRH ASSOCIATES 11814 115th Ave. NE IOrNand• WA 98034$923 425.821.8448 425.821 -33181 fax 800.488.0756 toll free w Ariadassoa. 5. 2 Q 4j Z y 2 3 i 1t v, Q 0 cc W Lu co [A 3 'S V cc Z W 2 LL 0 b N U U y � o a a a v C; GERALD F. BUCK AICP PROJECT MANAGER W ANS STENCIL ON SIDE WORDING NICK A YkVGR, PLR a PROJECT SURVEYOR 1" SEAT SECT /ON A -A o SEWER' W17H 3" HIGH BLACK FRAME (MON- LOCKING) COVER (NON-LO CK /NGl LETTERS AND 16 WIRE WRAPPED RERECCA S. CUSHMAN PE B" SIDE SEWER AND BU /LD /NS, SEWER AROUND THE STUD AND EXTENDED PROJECT ENGINEER FOR 5/8 " -11 N. C. x 1 -1/4" 5/8" .3 /B" r 3/8 TO THE TOP OF THE STUD. S.S. SOC. HD, CAP SCREW 3 REO D. ,EFTERY L COX APF. ( ) L �L UNLESS OTn'ERinSE APPROVED BY THE CITY, MAKE TA.° IH, °.OUGu recT PRAI¢CT [ANRS('.IPR IR(•RPI'F.LT TYPICAL NON -SKID r - IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS FIRST SUBMITTAL DATE: 4�14�04 -- PATTERN f - I -� WHEN CONNECTING NEW SIDE SEWERS TO EXISANG MAIN. I- -I I -2 -1/2 �2'" R INFORCED CONCRETE Df PIPE AND CT SCALE: HM: NIA P�1.:N /A FRAME (LOCK /N � // VITRIFIED CLAY, PLAIN AND E , o B 25" PIPE SEWER MAINS ARE TO BE CORE DRILLED SECTION B -B A 60" ALLOWABLE MAX. i .O.t00I SEWER SHALL AH W ON PLAN, CSI ER h 2" RAISED LETTERS AS 5 FOR CAST IRON PIPE REQ D. SEE N07E N0.3 BELOW 1:3 5 MIX / i OR DUCTILE IRON PIPE. � IS AT PROPERTY LINE OR 3 -5' LOWER THAN TE UNDERSIDE SHOWN FOR CLARITY BLOCKING �'P�i 25 ��.� 81'0 THE LOWEST HOUSE ELEVATION, WHICHEVER �1 ` S 3/4" CORE (TYP.) ON 23" B.C. �M1N Op. f lS LOWER. (',?+ CG• 1 -1/2" CORE(TYP.) (LOCKING) - _ RIZ Z% MAN SLOPE ��w OF W AsH y$ HORIZONTAL W NOTES: 6" MIN.r 6" SIDE OU7LET TEE Gl COVER 1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. I SEWER MAIN SEWER MAIN z 2 FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. •o� `r J. USE FRAME AND COVER FOR STORM (SPECIFY 'DRAIN" ON COVER), CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION SANITARY (SPECIFY 'SEWER'), OR WATER (SPECIFY "WATER'). OF TEE AT MAIN OVER 25 ELEVATION ��y �10Y'�1 AL MANHOLE FRAME AND COVER DETAIL STANDARD SIDE SEWER INSTALLATION DETAIL s E NOT TO SCALE CITY OF RENTON DWG. NAME • BR29 NOT TO SCALE CITY OF RENTON DWG. NAME .• BR39 Ex?_s + +i•sios SP PAGE, B074 SP PAGE. 8078 -- -- _ " " -- _ i � �� Checked for C pliance to City Standards STAMP NOT VALID UNLESS SIGNED AND DATED o Jos NO. 01-159 9;5 1� K O �■ SHUT NO. ®2004 TRIAD ASSOCIATES 3 p OF 33 OCT 0 M- �47tD Ut,i 1 U O -ZA V SANITARY 54" MANHOLE FLATTOP TYPICAL DETAIL NOT TO SCALE CITY OF RENTON DWG. NAME • BR37 SP PAGE. B072 1 2 "x3 "x38" NON -SKID PATTERN CASTJN7EGRAL ON TOP 26-J18" 25-114" o rL' r3/4" 6" BUILDING SEWER I - 1 'I r 23_1 4" `TEE WITH 6" SIDE OURET 33 -1 4" WTARY SFNER NOTES AND SP£Cli7CATTONS: 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE W17H THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST E0I770N OF THE WSDOT/APWA STANDARDS AND SPECIRCA77ONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE UM17ED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS 0774ERWISE APPROVED IN WRI77NG BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL S7REET CLOSURE$ PARTIAL OR FULL, SHALL BE APPROVED BY THE 7RANSPORTA7701V DIVISION 24 HOURS IN ADVANCE. THE POUCE DEPAR7MENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE Wl774 THE STANDARD SPECIRCA77ONS FOR MUNICIPAL PUBLIC WORKS CONS7RUC770N" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS AS5ogA770N, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS 4. ALL LOCATIONS OF EXISTING U71U77ES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CON7RACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE 5. A PRECONS7RUC77ON CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO STAR77NG NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG CONSTRUCTION. (INSPEC77ON WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO N077FY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CO1VS7RUC710N AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE 7. IT SHALL BE 7HE RESPONSIBILITY OF 714E CON7RACTOR TO OBTAIN STREET USE AND ANY 077-IER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY 7HE GTY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL 07HER PLANS 9. A COPY OF THESE APPROVED PLANS MUST BE ON 774E JOB S17E WHENEVER CONSTRUCTION IS IN PROGRESS f0. 714E CON7RACTOR 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. it. BACKFlLL SHALL BE PLACED EQUALLY DN B0774 SIDES OF THE PIPE IN LAYERS W17H A LOOSE AVERAGE DEP7H OF 6 INCHES, MAXIMUM DEPTH 'a 8 INCHES, 7HOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE O1AA4E7ER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. M:47ERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO 774E EXISANG ASPHALT SHALL BE NEAMINE CUT WI774 SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLAr,'ED IMMEDIATELY AFTER BACKFLL AND COMPACTION. A PERMANENT HO! MIX PATCH SHALL BE PLACED WI774IN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS 13 DA r,%4 SHALL BE CITY OF RENTON, NAD 1983/1991 & NA 1988. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPAR77WENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONS7RUC770N. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERTY PREPARED FOUNDATION IN ACCORDANCE WIN SECTION 7- 02.3(1) OF 7HE CURRENT STA7E OF WASHINGTON STANDARD SPECIFTCAAONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF 7HE OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MA7ERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PR'E SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKE7ED A57M D 3034, SOR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, ADD 1 FOOT CONCRETE PAD AROUND RING COVER MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 78 INCHES ABOVE FINISHED GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. _ PROPERTY LINE _ 3' MIN. 6' FUTURE I - J BUILDING SEWER TRH ASSOCIATES 11814 115th Ave. NE IOrNand• WA 98034$923 425.821.8448 425.821 -33181 fax 800.488.0756 toll free w Ariadassoa. 5. 2 Q 4j Z y 2 3 i 1t v, Q 0 cc W Lu co [A 3 'S V cc Z W 2 LL 0 b N U U y � o a a a v C; GERALD F. BUCK AICP PROJECT MANAGER W ANS STENCIL ON SIDE WORDING NICK A YkVGR, PLR a PROJECT SURVEYOR 1" SEAT SECT /ON A -A o SEWER' W17H 3" HIGH BLACK FRAME (MON- LOCKING) COVER (NON-LO CK /NGl LETTERS AND 16 WIRE WRAPPED RERECCA S. CUSHMAN PE B" SIDE SEWER AND BU /LD /NS, SEWER AROUND THE STUD AND EXTENDED PROJECT ENGINEER FOR 5/8 " -11 N. C. x 1 -1/4" 5/8" .3 /B" r 3/8 TO THE TOP OF THE STUD. S.S. SOC. HD, CAP SCREW 3 REO D. ,EFTERY L COX APF. ( ) L �L UNLESS OTn'ERinSE APPROVED BY THE CITY, MAKE TA.° IH, °.OUGu recT PRAI¢CT [ANRS('.IPR IR(•RPI'F.LT TYPICAL NON -SKID r - IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS FIRST SUBMITTAL DATE: 4�14�04 -- PATTERN f - I -� WHEN CONNECTING NEW SIDE SEWERS TO EXISANG MAIN. I- -I I -2 -1/2 �2'" R INFORCED CONCRETE Df PIPE AND CT SCALE: HM: NIA P�1.:N /A FRAME (LOCK /N � // VITRIFIED CLAY, PLAIN AND E , o B 25" PIPE SEWER MAINS ARE TO BE CORE DRILLED SECTION B -B A 60" ALLOWABLE MAX. i .O.t00I SEWER SHALL AH W ON PLAN, CSI ER h 2" RAISED LETTERS AS 5 FOR CAST IRON PIPE REQ D. SEE N07E N0.3 BELOW 1:3 5 MIX / i OR DUCTILE IRON PIPE. � IS AT PROPERTY LINE OR 3 -5' LOWER THAN TE UNDERSIDE SHOWN FOR CLARITY BLOCKING �'P�i 25 ��.� 81'0 THE LOWEST HOUSE ELEVATION, WHICHEVER �1 ` S 3/4" CORE (TYP.) ON 23" B.C. �M1N Op. f lS LOWER. (',?+ CG• 1 -1/2" CORE(TYP.) (LOCKING) - _ RIZ Z% MAN SLOPE ��w OF W AsH y$ HORIZONTAL W NOTES: 6" MIN.r 6" SIDE OU7LET TEE Gl COVER 1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. I SEWER MAIN SEWER MAIN z 2 FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. •o� `r J. USE FRAME AND COVER FOR STORM (SPECIFY 'DRAIN" ON COVER), CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION SANITARY (SPECIFY 'SEWER'), OR WATER (SPECIFY "WATER'). OF TEE AT MAIN OVER 25 ELEVATION ��y �10Y'�1 AL MANHOLE FRAME AND COVER DETAIL STANDARD SIDE SEWER INSTALLATION DETAIL s E NOT TO SCALE CITY OF RENTON DWG. NAME • BR29 NOT TO SCALE CITY OF RENTON DWG. NAME .• BR39 Ex?_s + +i•sios SP PAGE, B074 SP PAGE. 8078 -- -- _ " " -- _ i � �� Checked for C pliance to City Standards STAMP NOT VALID UNLESS SIGNED AND DATED o Jos NO. 01-159 9;5 1� K O �■ SHUT NO. ®2004 TRIAD ASSOCIATES 3 p OF 33 OCT 0 M- �47tD Ut,i 1 U O -ZA V i 1t v, Q 0 cc W Lu co [A 3 'S V cc Z W 2 LL 0 b N U U y � o a a a v C; GERALD F. BUCK AICP PROJECT MANAGER W ANS STENCIL ON SIDE WORDING NICK A YkVGR, PLR a PROJECT SURVEYOR 1" SEAT SECT /ON A -A o SEWER' W17H 3" HIGH BLACK FRAME (MON- LOCKING) COVER (NON-LO CK /NGl LETTERS AND 16 WIRE WRAPPED RERECCA S. CUSHMAN PE B" SIDE SEWER AND BU /LD /NS, SEWER AROUND THE STUD AND EXTENDED PROJECT ENGINEER FOR 5/8 " -11 N. C. x 1 -1/4" 5/8" .3 /B" r 3/8 TO THE TOP OF THE STUD. S.S. SOC. HD, CAP SCREW 3 REO D. ,EFTERY L COX APF. ( ) L �L UNLESS OTn'ERinSE APPROVED BY THE CITY, MAKE TA.° IH, °.OUGu recT PRAI¢CT [ANRS('.IPR IR(•RPI'F.LT TYPICAL NON -SKID r - IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS FIRST SUBMITTAL DATE: 4�14�04 -- PATTERN f - I -� WHEN CONNECTING NEW SIDE SEWERS TO EXISANG MAIN. I- -I I -2 -1/2 �2'" R INFORCED CONCRETE Df PIPE AND CT SCALE: HM: NIA P�1.:N /A FRAME (LOCK /N � // VITRIFIED CLAY, PLAIN AND E , o B 25" PIPE SEWER MAINS ARE TO BE CORE DRILLED SECTION B -B A 60" ALLOWABLE MAX. i .O.t00I SEWER SHALL AH W ON PLAN, CSI ER h 2" RAISED LETTERS AS 5 FOR CAST IRON PIPE REQ D. SEE N07E N0.3 BELOW 1:3 5 MIX / i OR DUCTILE IRON PIPE. � IS AT PROPERTY LINE OR 3 -5' LOWER THAN TE UNDERSIDE SHOWN FOR CLARITY BLOCKING �'P�i 25 ��.� 81'0 THE LOWEST HOUSE ELEVATION, WHICHEVER �1 ` S 3/4" CORE (TYP.) ON 23" B.C. �M1N Op. f lS LOWER. (',?+ CG• 1 -1/2" CORE(TYP.) (LOCKING) - _ RIZ Z% MAN SLOPE ��w OF W AsH y$ HORIZONTAL W NOTES: 6" MIN.r 6" SIDE OU7LET TEE Gl COVER 1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. I SEWER MAIN SEWER MAIN z 2 FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. •o� `r J. USE FRAME AND COVER FOR STORM (SPECIFY 'DRAIN" ON COVER), CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION SANITARY (SPECIFY 'SEWER'), OR WATER (SPECIFY "WATER'). OF TEE AT MAIN OVER 25 ELEVATION ��y �10Y'�1 AL MANHOLE FRAME AND COVER DETAIL STANDARD SIDE SEWER INSTALLATION DETAIL s E NOT TO SCALE CITY OF RENTON DWG. NAME • BR29 NOT TO SCALE CITY OF RENTON DWG. NAME .• BR39 Ex?_s + +i•sios SP PAGE, B074 SP PAGE. 8078 -- -- _ " " -- _ i � �� Checked for C pliance to City Standards STAMP NOT VALID UNLESS SIGNED AND DATED o Jos NO. 01-159 9;5 1� K O �■ SHUT NO. ®2004 TRIAD ASSOCIATES 3 p OF 33 OCT 0 M- �47tD Ut,i 1 U O -ZA V y � o a a a v C; GERALD F. BUCK AICP PROJECT MANAGER W ANS STENCIL ON SIDE WORDING NICK A YkVGR, PLR a PROJECT SURVEYOR 1" SEAT SECT /ON A -A o SEWER' W17H 3" HIGH BLACK FRAME (MON- LOCKING) COVER (NON-LO CK /NGl LETTERS AND 16 WIRE WRAPPED RERECCA S. CUSHMAN PE B" SIDE SEWER AND BU /LD /NS, SEWER AROUND THE STUD AND EXTENDED PROJECT ENGINEER FOR 5/8 " -11 N. C. x 1 -1/4" 5/8" .3 /B" r 3/8 TO THE TOP OF THE STUD. S.S. SOC. HD, CAP SCREW 3 REO D. ,EFTERY L COX APF. ( ) L �L UNLESS OTn'ERinSE APPROVED BY THE CITY, MAKE TA.° IH, °.OUGu recT PRAI¢CT [ANRS('.IPR IR(•RPI'F.LT TYPICAL NON -SKID r - IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS FIRST SUBMITTAL DATE: 4�14�04 -- PATTERN f - I -� WHEN CONNECTING NEW SIDE SEWERS TO EXISANG MAIN. I- -I I -2 -1/2 �2'" R INFORCED CONCRETE Df PIPE AND CT SCALE: HM: NIA P�1.:N /A FRAME (LOCK /N � // VITRIFIED CLAY, PLAIN AND E , o B 25" PIPE SEWER MAINS ARE TO BE CORE DRILLED SECTION B -B A 60" ALLOWABLE MAX. i .O.t00I SEWER SHALL AH W ON PLAN, CSI ER h 2" RAISED LETTERS AS 5 FOR CAST IRON PIPE REQ D. SEE N07E N0.3 BELOW 1:3 5 MIX / i OR DUCTILE IRON PIPE. � IS AT PROPERTY LINE OR 3 -5' LOWER THAN TE UNDERSIDE SHOWN FOR CLARITY BLOCKING �'P�i 25 ��.� 81'0 THE LOWEST HOUSE ELEVATION, WHICHEVER �1 ` S 3/4" CORE (TYP.) ON 23" B.C. �M1N Op. f lS LOWER. (',?+ CG• 1 -1/2" CORE(TYP.) (LOCKING) - _ RIZ Z% MAN SLOPE ��w OF W AsH y$ HORIZONTAL W NOTES: 6" MIN.r 6" SIDE OU7LET TEE Gl COVER 1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. I SEWER MAIN SEWER MAIN z 2 FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. •o� `r J. USE FRAME AND COVER FOR STORM (SPECIFY 'DRAIN" ON COVER), CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION SANITARY (SPECIFY 'SEWER'), OR WATER (SPECIFY "WATER'). OF TEE AT MAIN OVER 25 ELEVATION ��y �10Y'�1 AL MANHOLE FRAME AND COVER DETAIL STANDARD SIDE SEWER INSTALLATION DETAIL s E NOT TO SCALE CITY OF RENTON DWG. NAME • BR29 NOT TO SCALE CITY OF RENTON DWG. NAME .• BR39 Ex?_s + +i•sios SP PAGE, B074 SP PAGE. 8078 -- -- _ " " -- _ i � �� Checked for C pliance to City Standards STAMP NOT VALID UNLESS SIGNED AND DATED o Jos NO. 01-159 9;5 1� K O �■ SHUT NO. ®2004 TRIAD ASSOCIATES 3 p OF 33 OCT 0 M- �47tD Ut,i 1 U O -ZA V s "S d a i . v 0 cr� Cf) Q z ?- Q n D w w � w Q w Q a U z Q i O w W) M, I I 1III kkdu I z- 16 ,.-- TRACT F 1 NAPA JL z W cr u- 0 SW 1/4, SE 1/4, SE 1/r4, SECTION 10, TWP, 23N., RGE SE., W.M. 41 Q , 40 N/H 5 16' PUBLIC UT1LlTY 10' SS EASEMENT, L2 TRACT D i DN WWAY/ UDUYY 2'4 } } :I 25 TRACT D '- JWT Use .~ OR SWAY/ Unlu " ..... ..._. _. _ -..... j � TRACT P 39 Sri I TRACT Q rICsS AIV� Ep?E5'S \.M& S a i I `• ..s 33 iNGRM AM EG' M PU�uc UTILITY DRAINAGE PUBLIC ELI I & PUI9r.IC UTIUTY CUL- DE-SAC t `` 11 1 EASEMENT �'>I B t:�;�: :;. �.•:':1 34 CL I I I 35 ' 1 I PS' I� .}-- - --.. ...► 36 TRACT E NAPA ' _ 3/ 3 t ' KIM G COUNTY _.__- o CITY 'OF Rj�kTON l I I - EX SSUH 1 E I RIM 45.3.21 I NE ' f NE ' 4TH s" PVC E- 443.56 (JIV) I I I _ - - - - - -- i iE 443.46 ) 4TH CUU'RT COURT �" P� (our ( I ..._ — w — _. --- - -- _B- _ .. ., — ss _.. - _ - 1 Ex. � ssco S`51�/H 3 Ex. Ss"H t II RIM 446.99 - I 8" P vc PE 4.39.06 IN I �' S 1 I I 118 ,. P VC J'E 438.98 (DCJ T I 1 f) F I I 1 ,� .� s 1 _ �I I 26' PUBLIC UPLITY AND PRIVATE ACCESS - " " EASEMENT 1 r f ...._ 4 . - . .................� I I.: `- -- • -.., I �. ................... -.. _ EX. SSMI� Q SSAI'H 1 �I 1 :� - � I ° RIM 446.93 4Jg3 .: ::::::: 10" SS I I . f I I 8" IE PVC 4,35. ' (N ,l _ r 8 " IE P VC' 4,35. e,9 00 T II _ I � 436 � r I / *35 • I r I1 1 _..._._, 4.35 - :: I TRACT R 43? :. 1 DRAINAGE AND UTILITY:: r ' 1. _. _ ._....... ........ , _ ....._. _..._.._ l� 1► a. L_ _ - 436 {mil .. V 4TH ST EX. SSMH, 60' _ 445.15 ' RIM 44.3.24 8 /E 431.00 -- ?4 " IE 4,30 .26 (E. W) 24 " COW. C N CHANNEL — IV r ROLL 20.E KING cirY a KEY ASAP mor m srACE SCALE: 1" = 60' 0 30 60 120 AS- CONSTRUCTED PLANS (SEE SN£ET 1 FOR SiA7EMENT) 4 Z W Ab W ca W D Q i�• D W Q a O 0 TRLAD ASSOCIATES 12112 115th Ave. NE Kkkiend. WA 96034 -A923 425.821.8448 425.821.3481 fax 600.486.0756 ON fins ,w►__cmi �o V� y O (a ti V m O z y 0-1muim"i m U tY U Q O C) ui b � cd C%4 1 co r� j W W m U)CLa 0 W 0 Q a 4 Q V) (N O w n Z �C) U LL) >) W ah O oQUV �q) w ,tz aL) 4 p N W d. Ho Qv r-- N Z nW SW 1/4, SE 1/4, SE 1/r4, SECTION 10, TWP, 23N., RGE SE., W.M. 41 Q , 40 N/H 5 16' PUBLIC UT1LlTY 10' SS EASEMENT, L2 TRACT D i DN WWAY/ UDUYY 2'4 } } :I 25 TRACT D '- JWT Use .~ OR SWAY/ Unlu " ..... ..._. _. _ -..... j � TRACT P 39 Sri I TRACT Q rICsS AIV� Ep?E5'S \.M& S a i I `• ..s 33 iNGRM AM EG' M PU�uc UTILITY DRAINAGE PUBLIC ELI I & PUI9r.IC UTIUTY CUL- DE-SAC t `` 11 1 EASEMENT �'>I B t:�;�: :;. �.•:':1 34 CL I I I 35 ' 1 I PS' I� .}-- - --.. ...► 36 TRACT E NAPA ' _ 3/ 3 t ' KIM G COUNTY _.__- o CITY 'OF Rj�kTON l I I - EX SSUH 1 E I RIM 45.3.21 I NE ' f NE ' 4TH s" PVC E- 443.56 (JIV) I I I _ - - - - - -- i iE 443.46 ) 4TH CUU'RT COURT �" P� (our ( I ..._ — w — _. --- - -- _B- _ .. ., — ss _.. - _ - 1 Ex. � ssco S`51�/H 3 Ex. Ss"H t II RIM 446.99 - I 8" P vc PE 4.39.06 IN I �' S 1 I I 118 ,. P VC J'E 438.98 (DCJ T I 1 f) F I I 1 ,� .� s 1 _ �I I 26' PUBLIC UPLITY AND PRIVATE ACCESS - " " EASEMENT 1 r f ...._ 4 . - . .................� I I.: `- -- • -.., I �. ................... -.. _ EX. SSMI� Q SSAI'H 1 �I 1 :� - � I ° RIM 446.93 4Jg3 .: ::::::: 10" SS I I . f I I 8" IE PVC 4,35. ' (N ,l _ r 8 " IE P VC' 4,35. e,9 00 T II _ I � 436 � r I / *35 • I r I1 1 _..._._, 4.35 - :: I TRACT R 43? :. 1 DRAINAGE AND UTILITY:: r ' 1. _. _ ._....... ........ , _ ....._. _..._.._ l� 1► a. L_ _ - 436 {mil .. V 4TH ST EX. SSMH, 60' _ 445.15 ' RIM 44.3.24 8 /E 431.00 -- ?4 " IE 4,30 .26 (E. W) 24 " COW. C N CHANNEL — IV r ROLL 20.E KING cirY a KEY ASAP mor m srACE SCALE: 1" = 60' 0 30 60 120 AS- CONSTRUCTED PLANS (SEE SN£ET 1 FOR SiA7EMENT) 4 Z W Ab W ca W D Q i�• D W Q a O 0 TRLAD ASSOCIATES 12112 115th Ave. NE Kkkiend. WA 96034 -A923 425.821.8448 425.821.3481 fax 600.486.0756 ON fins ,w►__cmi �o V� y O (a ti V � O y Q "III r999 -- C z zt 2 Z y 3 :• a wft w oc 0 x r mWO F auo.3 AKF /IfM A. f'NYIf,M PLS PROJW SUR"YmR REW CA S IpgWM PE P®Ow ]CRO M JUFFRI' L Ca K ASIA PVW= UNDWAPB ARM= FIRST SUBWffAL DATE: 41-14104 SCALE: sm-- s60' vw -.N /A v N S c �G ov Wk §A- 37359 37359 s�C� S T84 TONAL EXPIRES 11/15/05- -� scW Nar vetm oNM ScNU um ceTu kit "° "" Of -159 3cr33.'1 2005 TRIAD ASSOCIATES woo ,iq 3 :57� 316-713 rG u 41 M ° °N o r -►J CrJ L K) v o Q z 5: O � Z N W w • • • - ....... , - ,� W Z d 0 W 5 YC 00 0 B r Z v o Q z � I Ja- 5: O � Z N W w • • • - ....... , - ,� W Z d 0 W Li Ir 00 0 r � I Ja- M s 5: O � Z tri W w • • • - ....... , - ,� a cn 444 0 w Li 00 U Z Q M s NGPAIVPM SPACEI Wn AND RESMRA LION/ DEMWnONIt RAINAGE r r1 79 # w - l y Y � k W w y w 78 - _ 77* w � 76* r w w w = as 75* ;,t SS�IN 41 w w % ,V W • = / w w y s 74* w w w w 1 E —1 w w w w • -_ � 73 w w w lR4CT I _ J w w r W - 72 i w w w I W W Y w w• IH 3 w w w foo*o . w d•, •Y W� .. _ r� w w /Y w JJ w W II// y • w •Y I �• w • } 6' ' . 70 w w � L w r• w y w \ 69 w w w w1` H. y ` w W w 0 r/- 1 w w w • w y 68w w w • w a JJIN/7 ' 67/ W w w w w Y y w w •� � w L w v � r• r, 66 - - 446Y`Z w I 65 1 442 5 + — 446 44 446 5: O a tri • • • - ....... , - ,� s 444 s -- 50 4s Li Z v w i Y Y Y V Y w Y Y Y Y Y Y w i Y Y r r Y r� Y Y Y Y Y Y Y v •• Y Y Y O.' w w w Y Y r Y .000"- y -ter w w w •Y w / Y w v Y i w W w w � . Q Iv 'Q + ''' � • A • a w Y w w Y w Y i •Y i Y y � w i Y i Y 1'Y� © O v w w w i w y w i w i � ••. W + .• Y i a Y a + y y i w i w Y i y ' w w •. w i w i v i w w i w 1 • Q) N N q CCi r• -Z, w W �i Q- CL d 1 0 Cl Q H N Z ~ V) C) Z O r H U LLJ U) h ~ U D! � tx a� Li CL Uy Of W N � r1 ho 4 N v� aW Z NGPAIVPM SPACEI Wn AND RESMRA LION/ DEMWnONIt RAINAGE r r1 79 # w - l y Y � k W w y w 78 - _ 77* w � 76* r w w w = as 75* ;,t SS�IN 41 w w % ,V W • = / w w y s 74* w w w w 1 E —1 w w w w • -_ � 73 w w w lR4CT I _ J w w r W - 72 i w w w I W W Y w w• IH 3 w w w foo*o . w d•, •Y W� .. _ r� w w /Y w JJ w W II// y • w •Y I �• w • } 6' ' . 70 w w � L w r• w y w \ 69 w w w w1` H. y ` w W w 0 r/- 1 w w w • w y 68w w w • w a JJIN/7 ' 67/ W w w w w Y y w w •� � w L w v � r• r, 66 - - 446Y`Z w I 65 1 442 5 + — 446 44 446 41 p 441 - ainni�♦ • • • - ....... , - 44g .__ _ 444 s -- 50 4s w v w i Y Y Y V Y w Y Y Y Y Y Y w i Y Y r r Y r� Y Y Y Y Y Y Y v •• Y Y Y w w w Y Y r Y .000"- y -ter w w w •Y w / Y w v Y i w W w w w i Y /JJ w i w w• w w . + ''' � • A • a w Y w w Y w Y i •Y i Y y � w i Y i Y 1'Y� v w w w i w y w i w i � ••. + .• Y i a Y a + y y i w i w Y i y ' w w •. w i w i v i w w i w 1 • SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. _ 46 _1 M,1:41 . ROLL 202 FFt 27 �{A al 1.'.. .4 1. 1 � ] 1 r 1 1 r I 124TH ST KEY MAP NOT TV SCALE SCALE: 1" = so' 0 30 w 120 5- 3/8;P/490 NO T.- MEW Fors ROME sEWR £JEc70R Pins Fat eAM"r aoMOEe ROOM. sPEawx.A Haws sr,►ALc BE PROW= aMwc riaW cnwsMUcnav AS- CONSTRUCTED PLANS (SEE SHEET 1 FOR 51AIFMENT) Z a w X w w Q X IK LU a TRIAD ASSOCIATES 12112 115th Ave. NE Kirkland, WA 98034 -OM 425.821.8448 4/ 88255- 821.3481 fax 800.4.0758 loll flee www.vwdasu)c.com �o VL4 y O PC ti V Q � V1 Q zt It 0 (ii rIII ra � v v A Ln L. M! ��, I A FRW= •uANm . _. mw ,& e fts PRO�iRC'P suRr�raR MMCCA S. PE IMGMZIM MMXY L COX, ASLA Fes= LMDWAM ARCHI?Bt,T FIRST SUM= DATE: 4114104 SCAM tea.: i =so" m.:N /A ■ 1^ wGG� WA Usy www �y 9 a �i 37359 1 3 TER /ONAL EXPIRES 11/15/gg� STW NOT YAIm dNIi4S SIGNED AND DATED = ss JOB "°. 159_ 6 Sim no' 4or33.-i C2005 TRIAD ASSOCIATES AS * 0 4 00 IF o � � r a r..i z 0. • 0 0 bi < <n < 0 lq- Jl SW 1/4, SE 1/4, SE 1/4, :SECTION 10, TWP. 23N., RGE 5E., W.M. KING COUNTY CIT OF 1 ki --YoN I - - j .• I � M N TRA C 7' A KC TL AND 1 NF --2--' 4TH Co OR T ss Z CID Cl,) i .� � I - I j..... r5n, I r f J 0 -3.2'EMLE4CINCY ACCESS ---- AND U110TY ESMT -�7 . . D1 TRACT 6 I- .... • PTORM DRAINAGEi., �X Po WER (70 REMAIN . ..... -- -... .. OHP , -I.' '. ... ... 0 uJ Lu LOT 3 L uj M 433.09 20, z 0 433.46 o- ui or 431.87 lip H 1.92' LOT 11 432.88 1 434.58 CL Ll V) cr V) X I EX. SSMH CL < a C) 24" CONC. CTR. CHANNEL LLJ cd r, EX spw r YPE H 48 pp (OS-0- TOP 4J9.37, 42W lcpp-,4N.W) 1&4J4, YPE CN CPP (N) IE. 434,9 7 TOP 440.44 --- 18" CONC (E) /E. =434.90 ADJUST RIM TO MA TCH NEW REPLACE EX C6 W1 600 SIDEWALK ELEVA 71ON RIM 440-6* 4402 N TMI't-il cs 18. 'ONC. IE 4:4.68 (W) NEW 240 IE (N) *3+f9 4j.$.39 12" COPVC. IE 435.89 (NE) NEW 12- IE (W) 434,86 18* CdVC. If 434.72 (E) lfi`v IE (E) 434.90 8" CMd IE 435.50 (SE) (PLUG) 36 0 C Af: P IE 434,53 (S) 1 I 1 coNNE-tr ro EylsnNG CB 180 IE 4&ufi# 4M31 M>- O N1 0 ot V) F- (N Z 2 LLJ V) O z 0 LJ Ln 0 w 0- L) Q) W) d. ho 4 CN Z SW 1/4, SE 1/4, SE 1/4, :SECTION 10, TWP. 23N., RGE 5E., W.M. KING COUNTY CIT OF 1 ki --YoN I - - j .• I � M N TRA C 7' A KC TL AND 1 NF --2--' 4TH Co OR T ss Z CID Cl,) i .� � I - I j..... r5n, I r f J 0 -3.2'EMLE4CINCY ACCESS ---- AND U110TY ESMT -�7 . . D1 TRACT 6 I- .... • PTORM DRAINAGEi., �X Po WER (70 REMAIN . ..... -- -... .. OHP , -I.' '. ... ... BOTT 8" WA CLEARANCE LOT 3 431.09 433.09 20, LOT 2 431. 48 433.46 T-1 LOT I 431.87 lip H 1.92' LOT 11 432.88 1 434.58 1.7' ---------- EX. SSMH RIM 439.68 24" CONC. CTR. CHANNEL -T IE 439.68 EX spw r YPE H 48 pp (OS-0- TOP 4J9.37, 42W lcpp-,4N.W) 1&4J4, YPE CPP (N) IE. 434,9 7 TOP 440.44 --- 18" CONC (E) /E. =434.90 ADJUST RIM TO MA TCH NEW REPLACE EX C6 W1 600 SIDEWALK ELEVA 71ON RIM 440-6* 4402 TMI't-il cs 18. 'ONC. IE 4:4.68 (W) NEW 240 IE (N) *3+f9 4j.$.39 12" COPVC. IE 435.89 (NE) NEW 12- IE (W) 434,86 18* CdVC. If 434.72 (E) lfi`v IE (E) 434.90 8" CMd IE 435.50 (SE) (PLUG) 36 0 C Af: P IE 434,53 (S) 1 I 1 coNNE-tr ro EylsnNG CB 180 IE 4&ufi# 4M31 240 Ar. 43418 SFF SfiEET EX. SOMH TOP 439-98* 12* CONC IE 432.23 *)• 36- CA4P IE 434.98 (N.)* 24" CONC IE 43.3.98 )• 36 " CA4P IE 432.68 *(INFO PER TRIAD ,IOC/' .98--324) ROLL 2.0, . ... . ... .... ... .... .. . I PAD EL 44g7071 5+29, 36 L. F. 6 IE 432.94 1 EX C8 TOP 44710 6" IE 444.85 12" IE: 444.65 114 .... op -haft EX. CB TOP 447.11 12" IE 444.50 .65 PAD EL 441.4 7 +29 38 L. F. 6 /E 431.54 11, JPAD EL 441.01 18+07 35 L.F. 6 IE 431.09 f, 7111 P TY OF RENTON 157ANDARDS i RIM 4040 441.12 100 IE 409.040 (IN) 43(,15 10" IE 4MkW (OUT) 430.05 7.5' EX. 24 CONC IE 439.00 TO BE REMOVED 1I . . . . . . . X. co . . . . TOP 4r6.44' IE 4 36.4 4 (E) 24"'IE'4 Wr-- GPM-- .. . . ........ . - I EX. SSA4H lcz RIM 44+ 24" CONC. C TR. CHANNEL If 428. 17 NEW coNNEcr To Ex. ssmH CORE DRILL: INSTALL K.O.R. AND SEAL BOOT (OR SIMILAR) 10" If 4f194-A 4 7 (RELD VERIFY EX. I.E.) - ;71. KIXG COUNTY CITY OF REN M I WOW-, KEY MAP NOT 70 SCALE SCALE: 1" = 40' 0 20 40 80 I I S- 3/87/ SIDE SEWER CROSSING TABLE LOT TOP 60 SS BOTT 8" WA CLEARANCE LOT 3 431.09 433.09 20, LOT 2 431. 48 433.46 1.98, LOT I 431.87 433 79 1.92' LOT 11 432.88 1 434.58 1.7' BASIS OF BE4RWQ HOW MAD 83yIN aTy or Aonm aps cwmm Ac7vuw J' um crrr ar mmm mmmmis caR.Pwt (BAN P0#M AM aOA 002 HOMMIAL DARM HaWWTAL M40 83,/ W MMMAL DA n#& MMMAL- MW M figVCHMAM CITY OF #MVM SURVEY CaVMCL ACMM MaVUMWT kW852 Jo BRASS SURFACE AMNAMENT FVLMV AT INE CVRMt OF Aff 47H ST & IrM 1207H ST.) AAV 148TH A ME SE SL OnW A rT M SOW MY W. FACE ar UMJTY POLE Ar AMW GMAW SE CON OF STE Mw4"?o -0 TM a&- MP OF 40X40 COW MMMMr AT AV COR. OF SM EL•511 13 NOTE: LOTS 6.7 AND 10 REQUIRE BACKWATER VALMES INSTALLED ON THE SIDE SENER. NOTE: LOTS VA 3 LS=. I cau LOCA770N OF EMS77NG U77U7?ES SHOW IS APPROMA TE AND MA Y NOT BE A CCURA TE OR ALL WaUSIME. IT IS INE CONIRACTOR*S RESPM5WSNJTY TO FEW MMVY LOCA77CW OF U77U77ES PRIOR TO PROCEEDWG MY CONSIRUC 770N. 007r.- ALL PRCFVSM SAN/TARP SE WR MANHOLES WALL BE 4810 MAW 07HERWSE MCA 70. SET FOR WA MER VOTE.- SEE SEPARATE WA MR PL" 'LM AM PROME WOMAMW AS- CONSTRUCTED PLANS (SEE SHEET I FOR S TA 7 E MEN T) CL W uj Oe 2 T ASSOCIATES RIAD 12112 115th Ave. NE Kirtland. WA 96034-8923 425. 821,8448 425.821.3481 fax 800AM.0756 10 bw w".Visd=wc.wm �o �i U 1. (3 X O 41 oc ci o t: - Ia Oak al WD F. AKP pRwM MANAGER AIM A. MWGM AS PVW= SURVEYOR RERECC4 & OA"!6M PE PROJECT KNGMM "rMY L ga ASLA P2W= LANDSCM ARM= FM SUMMAL DATE: 4%14/04 9=- >tol�a.: 1"-40# VMN 1A N s C& WAS sV 0 z 37359 IST TONAL EXPIRES: 11/15/05 MW NOT VWD UKMSS SIGNED AND DAM JOB NO. 01459 SIM M. 14x33 C)2005 TRIAD ASSMATES1 I I I I I I I MAY I I zo O.tea IT- .91W10 -15"r r 4 0 cn lot 0$ > omi Q y�y PC 'V�O 1. (3 X O 41 oc ci o t: - Ia Oak al WD F. AKP pRwM MANAGER AIM A. MWGM AS PVW= SURVEYOR RERECC4 & OA"!6M PE PROJECT KNGMM "rMY L ga ASLA P2W= LANDSCM ARM= FM SUMMAL DATE: 4%14/04 9=- >tol�a.: 1"-40# VMN 1A N s C& WAS sV 0 z 37359 IST TONAL EXPIRES: 11/15/05 MW NOT VWD UKMSS SIGNED AND DAM JOB NO. 01459 SIM M. 14x33 C)2005 TRIAD ASSMATES1 I I I I I I I MAY I I zo O.tea IT- .91W10 -15"r r 4 0 cn lot 0$ > omi ion SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWR 23N., RGE 5E., WoMe 6 z U 0 ar Z VL a ar 0 Z 0 a 6 4" m mlo 6 ry LLJ ED :7 D LLJ 0 U) 0 c) CV) ) Of cr_ 101- O V) rr Ckf Z 0 0 a 6 4" m mlo v lie w W w \ RE TL A NO NV 4, '4e Nil ... ... MACT F 11 low wen 30' EASEMENT FOR INGRESS EGRESS A NO U RL / TIES t REC. NO. 7208100354 I'll iy. I -A- -alc Ado i rl 4. 54,w FLATTOP .3+6.3 4.80' RT RMI $40 W 44;229 L 71 100 IE (IN) 4= 07 10- IE 494.46 (OUT) •4,97 �. ' 1 NV 'k Al TRACT E Y KING COUNTY W ✓ Cb Jr y HEN.. CITY OF reti li�5) I—E E ROLL 20:� qty 4.80 R T_ 6+ 447.09 4944- (IN) 44"4, (OUT) 44CL14 pm.. e-.000- I PAD EL 448.0 1 +82 36 L F 439.40 1 k4 2+32, 36 L.F. 6 F 43a90 34 PAD El- 447.0 ] Fpjio7 EL 446.0 5 �a PAD EL =444. 0 4+20, 36 L.F. 6- 1E 434.25 E E T T 4 I KING COUN 7 457y OF RENT ,KEY MAP NOT 70 SCALE SCALE: 1 40' 0 20 lw �w I I I I 6m" I 5.3/87` BENCHMAfteVA TUM.- aAW OF BEAIWW&% H=Z MAO &T*4V -a" OF N►=► WS Arnsm umm a" oF wvTm Amam"is caR.#mwt 4mm Ac w) Am aait paw h%VWZaVTAL a4nM#.- hiMMVWTAL MW W/l► WWWAL im nAt WSWIVAL- M4WD W fiENCH#A4W- OTY OF MVTCW SWWY COOMM AWMW WOWAWWT P&W .r ARAW SWAM A00AMINT FVUW AT ?W CWWT OF ME 47H SMU IM . 1267H ST.) AND WIN AYE SE PRW As SET MR WM OV W FACE OF URUTY POLE .r ABOW GRAVE SE LIAR OF 571E ELm4"7' MW I W OF 41W CONC mawavor AT AE COR GF NYE ELMSIALIJ VOTE: ALL PROPOSM SANITARY SENDER MANHOLES W.4U BE 4810 LOYLM 0 INER WSE INDICATED. VOTE.- SEE SEPARA 7E7 WA TER PLAN SET FOR WA TER �LM AAAD PROFXE IWORNAWN AS- CONSTRUCTED PLANS (SEE SHEET I FOR S TA TEMEN T) I .^ innr% TmLn ♦qqtv%j,&Trq TRLAD ASSOCIATES 12112 115th Ave NE Kwk*W, WA 900344923 425.821 .8"8 425-821.3481 fax 900.488.07M W km *w► _bimdoswe.=n ;t 3 J � Q �j yO� aZ �Qv soft Lu Z y � O ti 3t t- 4 ft 0 0 0 (3 13 GER&D F. BtKK AOCP PROWT NUAGER AKW A. 12g& PLS PROWT SUMOR RESEC04 I gjR" PE P20M INGUM MMMY L CaK ASLA P2W= LANDSCAPE ARCHUECT FM SUBMITTAL DATE: 4114104 KAM- mmz- i 0.40" vw-. NIA W WA.9 A 8 z I Kc* z 37359 ��S IST /0NAl, 65 EXPIRES 11/15/05 STAMP NOT VAUD UKUSS SIGNED AND DATED 108 NO. 0 1 -159 _ sow NO. rsorss 1, � 51 'c no . omy SIM 0 4 0 a 6 4" m mlo 6 1 x10 LLJ Lai cr co UJI Z c) CV) ) cr_ 101- O V) rr Ckf n- 6 CD Lli Cb C"j C40 SO 1c: Lei w U U m Zj 0 Z ULJ z 0 Z 0 ULJ cn 0 ir & UJ 0-0 W) cr w CN q, ho c; Z Q v lie w W w \ RE TL A NO NV 4, '4e Nil ... ... MACT F 11 low wen 30' EASEMENT FOR INGRESS EGRESS A NO U RL / TIES t REC. NO. 7208100354 I'll iy. I -A- -alc Ado i rl 4. 54,w FLATTOP .3+6.3 4.80' RT RMI $40 W 44;229 L 71 100 IE (IN) 4= 07 10- IE 494.46 (OUT) •4,97 �. ' 1 NV 'k Al TRACT E Y KING COUNTY W ✓ Cb Jr y HEN.. CITY OF reti li�5) I—E E ROLL 20:� qty 4.80 R T_ 6+ 447.09 4944- (IN) 44"4, (OUT) 44CL14 pm.. e-.000- I PAD EL 448.0 1 +82 36 L F 439.40 1 k4 2+32, 36 L.F. 6 F 43a90 34 PAD El- 447.0 ] Fpjio7 EL 446.0 5 �a PAD EL =444. 0 4+20, 36 L.F. 6- 1E 434.25 E E T T 4 I KING COUN 7 457y OF RENT ,KEY MAP NOT 70 SCALE SCALE: 1 40' 0 20 lw �w I I I I 6m" I 5.3/87` BENCHMAfteVA TUM.- aAW OF BEAIWW&% H=Z MAO &T*4V -a" OF N►=► WS Arnsm umm a" oF wvTm Amam"is caR.#mwt 4mm Ac w) Am aait paw h%VWZaVTAL a4nM#.- hiMMVWTAL MW W/l► WWWAL im nAt WSWIVAL- M4WD W fiENCH#A4W- OTY OF MVTCW SWWY COOMM AWMW WOWAWWT P&W .r ARAW SWAM A00AMINT FVUW AT ?W CWWT OF ME 47H SMU IM . 1267H ST.) AND WIN AYE SE PRW As SET MR WM OV W FACE OF URUTY POLE .r ABOW GRAVE SE LIAR OF 571E ELm4"7' MW I W OF 41W CONC mawavor AT AE COR GF NYE ELMSIALIJ VOTE: ALL PROPOSM SANITARY SENDER MANHOLES W.4U BE 4810 LOYLM 0 INER WSE INDICATED. VOTE.- SEE SEPARA 7E7 WA TER PLAN SET FOR WA TER �LM AAAD PROFXE IWORNAWN AS- CONSTRUCTED PLANS (SEE SHEET I FOR S TA TEMEN T) I .^ innr% TmLn ♦qqtv%j,&Trq TRLAD ASSOCIATES 12112 115th Ave NE Kwk*W, WA 900344923 425.821 .8"8 425-821.3481 fax 900.488.07M W km *w► _bimdoswe.=n ;t 3 J � Q �j yO� aZ �Qv soft Lu Z y � O ti 3t t- 4 ft 0 0 0 (3 13 GER&D F. BtKK AOCP PROWT NUAGER AKW A. 12g& PLS PROWT SUMOR RESEC04 I gjR" PE P20M INGUM MMMY L CaK ASLA P2W= LANDSCAPE ARCHUECT FM SUBMITTAL DATE: 4114104 KAM- mmz- i 0.40" vw-. NIA W WA.9 A 8 z I Kc* z 37359 ��S IST /0NAl, 65 EXPIRES 11/15/05 STAMP NOT VAUD UKUSS SIGNED AND DATED 108 NO. 0 1 -159 _ sow NO. rsorss 1, � 51 'c no . omy SIM 0 4 4 0 0 n ;rl C) 4 Z vp 0 Lij Lij C/-) Ld ry o < r-K < 0 0 co Z 0 ..... ... . . .. ..... ... . .. ....... .... ..... . - ................. .. ... . ... . . .... ....... . ..... S W 1/4v SE 1/49 SE 1/4 SECTION 109 TWP. 23N., RGE SE, WM, ..... .... ............ T . ............. ............ .................. ....... . . ..... ............. ....... ........... LOW POINT ELEV = 439.43 LOW POINT STA - 7+46.21 PM STA - 7+04.54 i P W ELEV - 4JaL 60 LOW POINT ELEV - 440.44 sso - 150.00 LOW P01t4T STA - 4+89.63 .... ...... . .......... .............. ...... 250. 0' VC 450 ........... ..... ......................... .... ................. ..... .... .......... ........ ................ ................ ................... ..... ........ ..... ..... ........ ....... .. ...... PW STA m 4+.65 v .................. .... . ..... - - -------- ............... ...... ... . ............. ... 4W PW FLEV - 439.94 sw - 1510" N 'K 100.0, vc CL + EXIS71NG GROMD N a0 ............ ... ...... . .... . .......... .......... *N ........... ............. . .......... . . ..... .................. - + ........... ........... ........ ................. A ................................. . ..... ........... ...... . . .... ------------ in ---------- - ............. . ...... - - ---------- ---- IK + 4- (b Q3 < < <E +Q E 00 crJ Lu Lai nNl%q 2.0%00' 04r GR" (TYP) ................ ...... ... .......... ......... .. ................ - ...... .:� ............................. ....... ............... .......... ......... ................................... .............. . . 440 .................. 1.0XI ....... ..... ------ .............. ............... ........... ...................... ....................... ........ ....................... ............ ........ ........... . . ....... ............... 0- M '000, .00, 0 *S- 4J439, 50 RY 44-p. 447.00 _'z SOUM IEN71 IoM 1E (IN) 44a24 4 DE ON 100 1E 44&.44 (OUT) 44a 14 .............. ......... . . . .......... . . . ... ................. •. . ................... ...... - - --------------------- - ----------------- ........... ........ . ........ ..... . .. . .. . ........ . ..... _-_----- - - -- . .............. . . ......... ........ . .................. . .... . ............... ....... . ..... ........ . ...... 208,_100 1.5 RA 41 H L 1.5 All E 4- asm a P 4UM AYM 4 ic 283�- 10 4f.-c* OW FIOR 101E .SEE BEL SS-A PROFILE7 ................................ - .... ..................... .................. ................ .......... .......... . ............................ . ........ . ................ . . . ...... ............................. ............ ...... ............... ............... to& IE 444rw 430 �ltwr ......... ............... .............. . .............. . ..... ........ .... ...... .......... ...... . .............. .......... . ............. ... ..................... • ........... . ...... ........ ......................... . .... . ....... -------- ISSWH.Y--- RAW 4444 44aW 2 lom IE 4^4& (IN) 4=48 i AN 4aF.-M W (IN) 8" 1E 01501 4=05 folp IE (IN 41l Q.. 10" IE 460.-M (OUT) 4=39 loop Ir 460.4w OUT 4JR70 psol� ............................... ................ ........... ....................... ................. ......... SCALE . .............. ......... ................. ............. .. ............. ..................... .......... . ....................................... ....... ........... . ..... . ... . .... ....... ... ................ ................ ........... ... . ...... ...... ............... . ...... ................... . ..... - --------_-_-_ -------- 4T -mcommmNOWN t SSW I c I'vjw 4* VER77CAL RAW 44*60 441.12 low IE 409.466 (IN 4=15 to- IE 400.no (OUT) cum KITSAP AVE NE EXIS 7ING GROUND PROPOSED FINISH GRADE EL. AT C (TYP) EL. AT c M�p fit '.TN �6 pri Ict V_ Irl- 1+00 2+00 3+00 400 5+00 LOW POINT ELEV = 439.68 LOW POINT STA = 3+68.06 LOMI POINT ELEV = 442.37 PV1 STA = 3+35.25 LOW POINT STA = 1+96-26 PO STA = 1+47.45 PW ELEV = 439.02 P V ELEV = 441.25 SS0- 155.0" 1970' vc 200. 0' VC - ------ ------ Ln Ki 4s Q3 SIC ch + Qs ; �, g R is, + L&I LQ II + EXISTING 77NG GROUND CL < to _2.00% 00 0; F.. 440 ..... . .. ........... .... ......... . . .............. . . . ................. ............ .. 440 .................... PROPOSED FINISH GRADE (TYP) ...... ...... . ..... ..... ...... . ....... . ........................ ! e...- ................... . . .... ...... . . ... . .. ....... ........ ... ... ........... orb:.4 ...... ................. ............. ... . . .. ......... . ..... ..... ......... ................... . ................... RIM 4639.55 43R49 6 IE 434.73 (IN) 8 IE 034.50 (OUT) 434:88 S.SWH J 430 RIM 44045 44a99 430 PRonLE SCALE Imaw 40# HOMRZOWNTA 10" IE 444-" (IN) 43149 80 IE 4_*.-93� (IN) 432.05 4* VERTICAL 10- IE 4:50.56 (OUT) 43239 NE 4TH COURT C-XIS77NG GROUND PROPOSED FINISH GRADE EL- AT C (TYP) A EL. AT C Fir I 1,4L (m) 0) m LLJ 0) W) ��2 z 0 (Zi a- c(Lri, V 4 1-i N_ V rr qq- v) cr cr cn ob C) C1 Li F- V*4 r 04 o Q In- V) Ld c) LLJ c) .44- ct cn N LLJ C) Z 0 L) Lij cn 0 N C-) C) ce uj cz 0- a- c) W) 3 M W) Li a- C4 Z" C5 co Z 0 ..... ... . . .. ..... ... . .. ....... .... ..... . - ................. .. ... . ... . . .... ....... . ..... S W 1/4v SE 1/49 SE 1/4 SECTION 109 TWP. 23N., RGE SE, WM, ..... .... ............ T . ............. ............ .................. ....... . . ..... ............. ....... ........... LOW POINT ELEV = 439.43 LOW POINT STA - 7+46.21 PM STA - 7+04.54 i P W ELEV - 4JaL 60 LOW POINT ELEV - 440.44 sso - 150.00 LOW P01t4T STA - 4+89.63 .... ...... . .......... .............. ...... 250. 0' VC 450 ........... ..... ......................... .... ................. ..... .... .......... ........ ................ ................ ................... ..... ........ ..... ..... ........ ....... .. ...... PW STA m 4+.65 v .................. .... . ..... - - -------- ............... ...... ... . ............. ... 4W PW FLEV - 439.94 sw - 1510" N 'K 100.0, vc CL + EXIS71NG GROMD N a0 ............ ... ...... . .... . .......... .......... *N ........... ............. . .......... . . ..... .................. - + ........... ........... ........ ................. A ................................. . ..... ........... ...... . . .... ------------ in ---------- - ............. . ...... - - ---------- ---- IK + 4- (b Q3 < < <E +Q E 00 crJ Lu Lai nNl%q 2.0%00' 04r GR" (TYP) ................ ...... ... .......... ......... .. ................ - ...... .:� ............................. ....... ............... .......... ......... ................................... .............. . . 440 .................. 1.0XI ....... ..... ------ .............. ............... ........... ...................... ....................... ........ ....................... ............ ........ ........... . . ....... ............... 0- M '000, .00, 0 *S- 4J439, 50 RY 44-p. 447.00 _'z SOUM IEN71 IoM 1E (IN) 44a24 4 DE ON 100 1E 44&.44 (OUT) 44a 14 .............. ......... . . . .......... . . . ... ................. •. . ................... ...... - - --------------------- - ----------------- ........... ........ . ........ ..... . .. . .. . ........ . ..... _-_----- - - -- . .............. . . ......... ........ . .................. . .... . ............... ....... . ..... ........ . ...... 208,_100 1.5 RA 41 H L 1.5 All E 4- asm a P 4UM AYM 4 ic 283�- 10 4f.-c* OW FIOR 101E .SEE BEL SS-A PROFILE7 ................................ - .... ..................... .................. ................ .......... .......... . ............................ . ........ . ................ . . . ...... ............................. ............ ...... ............... ............... to& IE 444rw 430 �ltwr ......... ............... .............. . .............. . ..... ........ .... ...... .......... ...... . .............. .......... . ............. ... ..................... • ........... . ...... ........ ......................... . .... . ....... -------- ISSWH.Y--- RAW 4444 44aW 2 lom IE 4^4& (IN) 4=48 i AN 4aF.-M W (IN) 8" 1E 01501 4=05 folp IE (IN 41l Q.. 10" IE 460.-M (OUT) 4=39 loop Ir 460.4w OUT 4JR70 psol� ............................... ................ ........... ....................... ................. ......... SCALE . .............. ......... ................. ............. .. ............. ..................... .......... . ....................................... ....... ........... . ..... . ... . .... ....... ... ................ ................ ........... ... . ...... ...... ............... . ...... ................... . ..... - --------_-_-_ -------- 4T -mcommmNOWN t SSW I c I'vjw 4* VER77CAL RAW 44*60 441.12 low IE 409.466 (IN 4=15 to- IE 400.no (OUT) cum KITSAP AVE NE EXIS 7ING GROUND PROPOSED FINISH GRADE EL. AT C (TYP) EL. AT c M�p fit '.TN �6 pri Ict V_ Irl- 1+00 2+00 3+00 400 5+00 LOW POINT ELEV = 439.68 LOW POINT STA = 3+68.06 LOMI POINT ELEV = 442.37 PV1 STA = 3+35.25 LOW POINT STA = 1+96-26 PO STA = 1+47.45 PW ELEV = 439.02 P V ELEV = 441.25 SS0- 155.0" 1970' vc 200. 0' VC - ------ ------ Ln Ki 4s Q3 SIC ch + Qs ; �, g R is, + L&I LQ II + EXISTING 77NG GROUND CL < to _2.00% 00 0; F.. 440 ..... . .. ........... .... ......... . . .............. . . . ................. ............ .. 440 .................... PROPOSED FINISH GRADE (TYP) ...... ...... . ..... ..... ...... . ....... . ........................ ! e...- ................... . . .... ...... . . ... . .. ....... ........ ... ... ........... orb:.4 ...... ................. ............. ... . . .. ......... . ..... ..... ......... ................... . ................... RIM 4639.55 43R49 6 IE 434.73 (IN) 8 IE 034.50 (OUT) 434:88 S.SWH J 430 RIM 44045 44a99 430 PRonLE SCALE Imaw 40# HOMRZOWNTA 10" IE 444-" (IN) 43149 80 IE 4_*.-93� (IN) 432.05 4* VERTICAL 10- IE 4:50.56 (OUT) 43239 NE 4TH COURT C-XIS77NG GROUND PROPOSED FINISH GRADE EL- AT C (TYP) A EL. AT C Fir I �t� ROLL kn a ,qF c� i t-) g O 6+00 7+00 8+00 ................................................... ............. ...................................... . .............. ................................ .......... ..... . .......... ........... .............. . . ................ . ........ . ....... .. . .................. ......... .._..._.. .............. ».....,- ,.- ._.... ............... ..... ... ..... _. .._,...._._- ,._.,......... ».. -. • .. . . ................. - - -------- -- i ............ ....................... ... ...................... ... ............. ............................ ........................... .......... .................. ............................... ................... .................... ....... .. ........................ ...... - ...... .......... EXIS 77NG GROUND tr P_ N- to 00n (m) 0) to 0) W) ��2 CO Q; CJ (Zi 0i Q; cs V V 4 1-i N_ V rr qq- pr) V �t� ROLL kn a ,qF c� i t-) g O 6+00 7+00 8+00 ................................................... ............. ...................................... . .............. ................................ .......... ..... . .......... ........... .............. . . ................ . ........ . ....... .. . .................. ......... .._..._.. .............. ».....,- ,.- ._.... ............... ..... ... ..... _. .._,...._._- ,._.,......... ».. -. • .. . . ................. - - -------- -- i ............ ....................... ... ...................... ... ............. ............................ ........................... .......... .................. ............................... ................... .................... ....... .. ........................ ...... - ...... .......... EXIS 77NG GROUND tr P_ N- to 00n (m) 0) to c-t ��2 CO Q; CJ (Zi 0i Q; 0i ci 01 1-i N_ V rr qq- pr) 14j- 0. I , 3/8/7 AS- CONSTRUCTED PLANS (SEE SHEET I FOR STA 7EMENT) 41 O 4 oc ti !%jA7 LL E T ASSOCIATES RLAJD 12112 115th Ave. NE Kirkland, WA 9803443923 425.821 .8"8 425.821-3481 fax 800. 488. 0756 1011 ft" www.bisdassoc.corn (4) Q loth (m) IQ E c-t ��2 a r V � Q 0 (3 X 3 W-aft Z :t Q ct 0 loft Ln L" GERALD F. AICP pRwKT MANAGER AKK A MNGE)t FLS PMM SURMOR fiBECCA I CUSW^ PE now wGmm JDMY L CCK ASLA PRO= UNWAR ARCHITECT FM SUBIMAL Dift 4114104 SCALE: NOM' 1 "-40" RU.: 1 0=4' S_ WA 7 37359 A I S TER ONAL EXPIRES 111151M STAMP NOT YAW UN= SIGNED AND DATED SS JOB No. 01-1 9 V mm Im. 16«33 . �� 2005 TRIAD ASSOCIATES I J -1 1 > X 0 a r 076-N v � o Q z K Z CL 8 o! 0 r .s O s TOP 6' SS BOTT. an WA cLEARANCE _j �r 6 [L, r� I� f -- W Z a rya 456.43 w 0 V U C) (D w (./) r .s O s a TOP 6' SS BOTT. an WA cLEARANCE LOT 31 �r a SEE SHEET 1. =� SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., IRGE 5E., W.M. 20' -20' STEEL CASING PIPE (GR-9) (9.33 INCH THICK NON- COATFD . CONTRACTOR 70 DVERMJNE REQUIRED Sf, AND PIPE SUPPORT. PLACE SPACERS ON THE SEOERUNE AND FILL THE SLEEVE W TH SAND. 6 36.9 5.85 L T / ( `" - _ r \ \ `. �� ; ,�i , 64 • g" PVL .. t RIM #�& 471!31 k1 < I , X. 1 1 ,� E 2 CONC. 1 � RIM 46�9g 1 6` , i \ \ �� . r< /� ` 1 8" IE F-dK (IN) 471.28 ti V _� ' `,I I £ IE 498. 7 1 OUTSIDE DROP r 1 ` _ \ --•-�• • - X 22 `� • 15' PUBLIC SEVER ' ! ' ', l RS 8'; rE 4lriP.F (IN) 1 ♦ , \ : RIM 4�84r#& 48* °� f 1 j 1 4"11 1 Q" lE 9i9 (IN) rl r � � �.., • 8" IE :�13 (IN) 4M in EASEMENT .� `\ t i ¢$ ?44��01 1 d /E P:619 (OUT) 8 lE 4,93 (OUT�47q,60 ��. \ 18+60.75, I °0 I EX. CB W TRASH RACK i •, (' ? ; i , ! I : - ! "� 1+ 36 L.F. \ I F { 1 � - � / ' ` ' r4lb' l ` IE 464.11 i. • . 5EE RIM ��*!� � OP 495.94 STFM i 1\ i r ' (L� ��IEET 25) 8" lE4Ai.t➢6 2" ADS (S.) !E 492.42 PAD Ei. 0 1 , ✓ r mm24 ( -- -1't t .. 9.32 �.. - • _. \ \ , "i _ - �. _., i 4427' f0� IE 44s (IN) r 1 l.2 \ \\ \ r .� 2. _ 1 1 4426510 /E'6' (OUT) Q 1 \, i -"`... ` r t _ .. __.... F.X. CB PAD EL 46'20 - `�- �..~... .t ► `; - -.... . _ ; 1 °D 46 --------------- I '� 4 `\ `- �.. y 4 �..,� 1'L2P 497.34 € .o` . 1 A . 12 DS N. I 4 r E 92.56 1 1 +96 18 LF. I 33 L. I ( ` . , \ M: _-,- o► r . - 12" ADS E. !E 492.68 PAD EL 459.5 I ' -- r... _ __ • . _.. _ \ , . , _ t . 6 /E 454.50 i 6 IE 456. DO r 1 r 4 +65 28 L. r Y » i ' 6 /E 470.00 ' ..._ \ _ __ 1 I • 5 T', UP 1. ADS (S.) !E 492.70 4 29 I F. 1 ; ! LT 47.2,E RIM i ► I J I \ \ \ � \ I \ ` _ "'"- G --•fi I I ( 46Q'f 8� 11E 46&-R& /N) 1 I 1 i i I 6 / 47500 13+54. 2 L. F':` I Y ` fi I UP _. 21 �� 1 2 +49 19 L.F. 46291'f 8 /E �6idr�6 OUT) 1 1 1 i i ` I 6 /E 452.00 I , , u-� PAD EL 459.0 r I I r I EX. POWER POLE a 6 /E 454.00 I r I : I \ . j 1 �3 !' ' r t I j % % I % Q !r j 6 I IE 485 Ea0 `�' \ \ . PArfl EL 4+Iq'2 0 . > (TO BE REMOVED) I 1 t'1 ' ' r I PAD EL 461.5 ; J j i PAD EL PAD EL , PAD EL I ` PAD EL I 1 ` J+ 36 LF ,, , • . , I I .r t 2+62 33 L F. 474.0 I 47Q D I 48?. d p i I PAD EL \ IE 7.0 ! r r I I 2- T 19 L. F. 6' /f 455-50 �. --------------- ¢ 6 IE 453.00 2+ 33 LF. -------------- ' i PAD Q. 4.'58:0 r 6' AE 454.50 1 I I ° ; i `�, i ', ' i ► '� I i ' + t I i ' ( _ 4dR .i R1M 490-f� 4 I t� �f Y' CL 1 I 1 I jj F 12 CONC. 1 I ( "�, ( ', IE 491.5 i lot + , 14 1 I 1 , , , �� , _ 4411. s IE' . (n�r� ( 22 I --- - - - -_- � - _� 8" IE` (OUT) q� j J PAD a- 46Q5 , \ - ��- ______ .__�_________ * P�AO EL 16 17 ' 43 s /E 452 so ► n , ' I , PrID EL 9 I0 +37 36 LF. t PAD EL 457.5 1' F1N GRADE I 1 PAD 47Q0 i PAD EL. I 477.0 ? i PAD EZ I fND EL i CON RS TYP I I r 47,E 0 r l'I ''' 481.0 i ` 48,x 0 \ ` " - 1 \� 1 ' x i �`--- __--- i - -_ -_ � O � EX 12 CONC. �-- ' 4+ 4. I _ IE 489.3 RIM. ` (: +61 36 L.F. 3 +59 19 L.F. i� `-- -- --- - ' -- �\ --- 468 - -__- ` `�___ t �/ �46r�di6 /N +4093. 320 R I: I r ; �, \ . ` - - ( ) 4 478L - � IE 480.00 i PAD EL 46Q0 \ --- _______ ��_ __ l ( ,. 23 "\ � OrTT -480 lE- ! ' 3 +69 38 L. F. - - - - -- ` i8 L.: p)-- -- _ -1 /E 454.00 ~` IE 460.00 \ ` _ - - - - - - \ 7E 8e# (Btu f PAD EL 484.0 \ i =• ,: 'J 4.57. r \ `� 5+ 67 18 L.F.` \ `-- - - \ Mfr -IE -41i - , k "" , ' SEE PROiF1LE SS--B 36 RIM ri16,T -64• ti - 1 " . PAD EL. _ _ _ _ ! . 6 /E 457.00 PAD EL. \ \ I 441.43 10 /E -44#:$F /N 3 .. - -- EiQS ND ` ` ' ?+ 22 .93 R T SHEET 23 C) � ... ,.,,: _ _ . - .� _. . .,464.0 ` � PAD EL.. PAD EL I �. � � ,¢ 441.73 10 IE +�l:,EiMF (OUT) ►� - ,TOURS TYP PAD El.. _ w_ ... 0 :1 I ` , R/AI ,6� 4=4Z I ,'� \ `\ _ 720. 476.0 " I 461.0 \ ... 8 / 7AOy I .I PAD El. 457. D ,.. +.�....u.� ,..�. `:.. ` -------- - - - 473 a1 P Wig TRANS .... MER , `\ �8" lE 00. 06 OUT) _ FOR � � � � ' .., ..,..... ;/ .............. � ' � • '� �� .-" _ »- - 480- _- ____.. \ � .- . �I °� .....`70'-'1YDt1�'E 1 ` ` . f� 46 L.F, 6 PVC uj 9 19 L. F Y� s ,f: �► I 1 �\ 1 , 41 4+ 1 _ �. 1� .. 6 IE 451. 3 •� .� Mr � 1+ 20 L.F. �w PAD Q. 4.56.5 _ . S 6 /E 475.00 Ile ` -- - - - - - - - - - - - - �- - - ! , , _.._.,- _�,� _........ _. i SEE PROIfiLE,' EET 24} :' 3 +' 0 18 L F ' 60 Ti71P 480 28 , , ' i 1 q cLEANOUr 24 { : i 1 I I f i I 16+591 32 L. F. 5+ 78 32 L.F. ' 5 +58 32 L. F. 4+ 79 3 L.F. Pip 1 6 i 472.00 PAD EL I 6" lE 472.90 PAD EL. 479 0 N -� IC l 6 /EI 452-00 6 /E 450.10 16 /F 451.37 6 /E . 39 � � 469 0 � PAD' EL � I 476 0 .r -�- , i , . • . , 4+47,119 L.F. , .�?! 1 � ------ - -._.\ I 6 IE 5 .50 1k 4 I; I 1 ( -- - - - - -� a ` 40 I I 1 •_ - -- - - - - -- ,470 „�' -1 \- + - -- -- ' I PAD a. 455.5 <� 32 I �� r -.. ,- -_____ �� _ --''\ `� _____ . - \ �� `� TRACT O I ; � i � CB 6 30 29 - -- - ___ __ r .5 ► �` ,--460-- ~\` --____ �� ~ -470 - C ( (� TOP 497.34 . PAD EL PAD FL I PAD EL \ ` _._ - - - - - - - - - - - - - ----------- .! '. ..,. i PAD EL / `� `., - :� -478 I I 12" CONC. (N.) !E 483.4 ' . 455 D 459. D `i 460 0 464.0 1 r 28 2 % `` �� `� I i ' !�. 12" CONC (S.) !E 483- 4 26 .PAD EL 478 D -° , - - ._. _ - �' - _ j _ _ - � 460 0 j i i PAD EL. �` j �r �` . _ I � ' ~ . • . - ' • - ' • - - c - - \________ -- �-�� , TRACT _ 1 235 `, + i �� ` �.rr r.�■��.r ,r ....T _. J j _ _.. 1 I .: , \ _ ' { I o / OVER HEAD P E 0 P L! OU - , .... .W, ........, v. -. '� „v ` _ _...... _ - - _ 1 _ ' EAST, WEST, NORTH, S TH AND NORTHEAST 1 ` P `- 1 ' u. _ - �5 +D7.47, 4.84 RT (SEE PROFILE SS- 16' PUBLIC SEWER ..,� UP' GA RIM {�," SHEET 22 ,EASEMENT TRACT P 2 +43.14 L.F. 2 +95 14 LF. "� -� ' .. 10 IE 44"F# 1N 4.11.47 6 /E 454. DO 6 IE 459.00 4+ 18 i 4 L F. �- -- - - ---- --•- --- L.J I O \_1 { 8" "lE 44t:&* (IN) 441.47 OVER HEAD POWER LINE 6 /E 470.0 I I 10 IE $004A (OUT) 441.37 EAST, SOUTHEAST AND WEST OVER HEAD POWER LINE SSA/N 44231 UNDER GROUNDPOWEP. LINE EAST AND WEST 21+89.26, 16.00 RT JJ � ��, • � - � ' • I ` � t NORTHEAST TO BE RELOCA TED UNDERGROUND) RIM 49P:9M� •�• (� �. '..� .. • . � � � I 4 4 (TO BE RELOCATED UNDERGROUND) 3 +43 14 L.F. , :•', _: h', ' 8R IN 478,47 I I 6 1E 462.00 8" IE (OUT) 467,24 op lb ROLL 2 Q.� ,BE VCHMARK./ A nN. OASIS OF BEAR N=Z AAD 83/Vl CITY OF IiFJV11" N VS COMM ACTT W MarDM aTY OF RSVTON STS GQ.R,/1851 (SAW POrvr) AAV GOM ,/1852 M WNITAL DA W. >1 MMTAL NAD 83/W MMVCAL ikATW• I+M C4L- MAW 88 SENO ►AR• CITY OF RVrTdN UN EY COMM AETM W MOMAWVT P852 3" BRASS ,SURFACE AIIQIINAdENT FVLAV Ar nW CORNM OF IW 4TH S1JEf'1rSE 126TH ST.) AAV 1407H A W SE 10 -RW A" SET RR SFW AN W. FACE OF UNU Y PaE .r ABObE GRAOE• SE CON' OF 3311E ELm4ftr 10 M Ir Tap OF 4 -W CONC A11pIrUVINT ATME COR. CFYIE 1E.. -51st 13 SIDE SEWER CROSSING TABLE Lori TOP 6' SS BOTT. an WA cLEARANCE LOT 31 ' 452.87 c m L 0T 30 45742 453.38 1.96' a rya 456.43 458.17 1 1.74' a- LO C) (D w jCD 1- cn w w m n a o W � 1 4 o ° V) ry a W �~ Z O p L V) Q. CI U U r� Q h v LLLJ CL U 3 (ZI lrJ h W) tl. h O 4,V vr o° i a C4 o Z n1 i SEE SHEET 1. =� SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., IRGE 5E., W.M. 20' -20' STEEL CASING PIPE (GR-9) (9.33 INCH THICK NON- COATFD . CONTRACTOR 70 DVERMJNE REQUIRED Sf, AND PIPE SUPPORT. PLACE SPACERS ON THE SEOERUNE AND FILL THE SLEEVE W TH SAND. 6 36.9 5.85 L T / ( `" - _ r \ \ `. �� ; ,�i , 64 • g" PVL .. t RIM #�& 471!31 k1 < I , X. 1 1 ,� E 2 CONC. 1 � RIM 46�9g 1 6` , i \ \ �� . r< /� ` 1 8" IE F-dK (IN) 471.28 ti V _� ' `,I I £ IE 498. 7 1 OUTSIDE DROP r 1 ` _ \ --•-�• • - X 22 `� • 15' PUBLIC SEVER ' ! ' ', l RS 8'; rE 4lriP.F (IN) 1 ♦ , \ : RIM 4�84r#& 48* °� f 1 j 1 4"11 1 Q" lE 9i9 (IN) rl r � � �.., • 8" IE :�13 (IN) 4M in EASEMENT .� `\ t i ¢$ ?44��01 1 d /E P:619 (OUT) 8 lE 4,93 (OUT�47q,60 ��. \ 18+60.75, I °0 I EX. CB W TRASH RACK i •, (' ? ; i , ! I : - ! "� 1+ 36 L.F. \ I F { 1 � - � / ' ` ' r4lb' l ` IE 464.11 i. • . 5EE RIM ��*!� � OP 495.94 STFM i 1\ i r ' (L� ��IEET 25) 8" lE4Ai.t➢6 2" ADS (S.) !E 492.42 PAD Ei. 0 1 , ✓ r mm24 ( -- -1't t .. 9.32 �.. - • _. \ \ , "i _ - �. _., i 4427' f0� IE 44s (IN) r 1 l.2 \ \\ \ r .� 2. _ 1 1 4426510 /E'6' (OUT) Q 1 \, i -"`... ` r t _ .. __.... F.X. CB PAD EL 46'20 - `�- �..~... .t ► `; - -.... . _ ; 1 °D 46 --------------- I '� 4 `\ `- �.. y 4 �..,� 1'L2P 497.34 € .o` . 1 A . 12 DS N. I 4 r E 92.56 1 1 +96 18 LF. I 33 L. I ( ` . , \ M: _-,- o► r . - 12" ADS E. !E 492.68 PAD EL 459.5 I ' -- r... _ __ • . _.. _ \ , . , _ t . 6 /E 454.50 i 6 IE 456. DO r 1 r 4 +65 28 L. r Y » i ' 6 /E 470.00 ' ..._ \ _ __ 1 I • 5 T', UP 1. ADS (S.) !E 492.70 4 29 I F. 1 ; ! LT 47.2,E RIM i ► I J I \ \ \ � \ I \ ` _ "'"- G --•fi I I ( 46Q'f 8� 11E 46&-R& /N) 1 I 1 i i I 6 / 47500 13+54. 2 L. F':` I Y ` fi I UP _. 21 �� 1 2 +49 19 L.F. 46291'f 8 /E �6idr�6 OUT) 1 1 1 i i ` I 6 /E 452.00 I , , u-� PAD EL 459.0 r I I r I EX. POWER POLE a 6 /E 454.00 I r I : I \ . j 1 �3 !' ' r t I j % % I % Q !r j 6 I IE 485 Ea0 `�' \ \ . PArfl EL 4+Iq'2 0 . > (TO BE REMOVED) I 1 t'1 ' ' r I PAD EL 461.5 ; J j i PAD EL PAD EL , PAD EL I ` PAD EL I 1 ` J+ 36 LF ,, , • . , I I .r t 2+62 33 L F. 474.0 I 47Q D I 48?. d p i I PAD EL \ IE 7.0 ! r r I I 2- T 19 L. F. 6' /f 455-50 �. --------------- ¢ 6 IE 453.00 2+ 33 LF. -------------- ' i PAD Q. 4.'58:0 r 6' AE 454.50 1 I I ° ; i `�, i ', ' i ► '� I i ' + t I i ' ( _ 4dR .i R1M 490-f� 4 I t� �f Y' CL 1 I 1 I jj F 12 CONC. 1 I ( "�, ( ', IE 491.5 i lot + , 14 1 I 1 , , , �� , _ 4411. s IE' . (n�r� ( 22 I --- - - - -_- � - _� 8" IE` (OUT) q� j J PAD a- 46Q5 , \ - ��- ______ .__�_________ * P�AO EL 16 17 ' 43 s /E 452 so ► n , ' I , PrID EL 9 I0 +37 36 LF. t PAD EL 457.5 1' F1N GRADE I 1 PAD 47Q0 i PAD EL. I 477.0 ? i PAD EZ I fND EL i CON RS TYP I I r 47,E 0 r l'I ''' 481.0 i ` 48,x 0 \ ` " - 1 \� 1 ' x i �`--- __--- i - -_ -_ � O � EX 12 CONC. �-- ' 4+ 4. I _ IE 489.3 RIM. ` (: +61 36 L.F. 3 +59 19 L.F. i� `-- -- --- - ' -- �\ --- 468 - -__- ` `�___ t �/ �46r�di6 /N +4093. 320 R I: I r ; �, \ . ` - - ( ) 4 478L - � IE 480.00 i PAD EL 46Q0 \ --- _______ ��_ __ l ( ,. 23 "\ � OrTT -480 lE- ! ' 3 +69 38 L. F. - - - - -- ` i8 L.: p)-- -- _ -1 /E 454.00 ~` IE 460.00 \ ` _ - - - - - - \ 7E 8e# (Btu f PAD EL 484.0 \ i =• ,: 'J 4.57. r \ `� 5+ 67 18 L.F.` \ `-- - - \ Mfr -IE -41i - , k "" , ' SEE PROiF1LE SS--B 36 RIM ri16,T -64• ti - 1 " . PAD EL. _ _ _ _ ! . 6 /E 457.00 PAD EL. \ \ I 441.43 10 /E -44#:$F /N 3 .. - -- EiQS ND ` ` ' ?+ 22 .93 R T SHEET 23 C) � ... ,.,,: _ _ . - .� _. . .,464.0 ` � PAD EL.. PAD EL I �. � � ,¢ 441.73 10 IE +�l:,EiMF (OUT) ►� - ,TOURS TYP PAD El.. _ w_ ... 0 :1 I ` , R/AI ,6� 4=4Z I ,'� \ `\ _ 720. 476.0 " I 461.0 \ ... 8 / 7AOy I .I PAD El. 457. D ,.. +.�....u.� ,..�. `:.. ` -------- - - - 473 a1 P Wig TRANS .... MER , `\ �8" lE 00. 06 OUT) _ FOR � � � � ' .., ..,..... ;/ .............. � ' � • '� �� .-" _ »- - 480- _- ____.. \ � .- . �I °� .....`70'-'1YDt1�'E 1 ` ` . f� 46 L.F, 6 PVC uj 9 19 L. F Y� s ,f: �► I 1 �\ 1 , 41 4+ 1 _ �. 1� .. 6 IE 451. 3 •� .� Mr � 1+ 20 L.F. �w PAD Q. 4.56.5 _ . S 6 /E 475.00 Ile ` -- - - - - - - - - - - - - �- - - ! , , _.._.,- _�,� _........ _. i SEE PROIfiLE,' EET 24} :' 3 +' 0 18 L F ' 60 Ti71P 480 28 , , ' i 1 q cLEANOUr 24 { : i 1 I I f i I 16+591 32 L. F. 5+ 78 32 L.F. ' 5 +58 32 L. F. 4+ 79 3 L.F. Pip 1 6 i 472.00 PAD EL I 6" lE 472.90 PAD EL. 479 0 N -� IC l 6 /EI 452-00 6 /E 450.10 16 /F 451.37 6 /E . 39 � � 469 0 � PAD' EL � I 476 0 .r -�- , i , . • . , 4+47,119 L.F. , .�?! 1 � ------ - -._.\ I 6 IE 5 .50 1k 4 I; I 1 ( -- - - - - -� a ` 40 I I 1 •_ - -- - - - - -- ,470 „�' -1 \- + - -- -- ' I PAD a. 455.5 <� 32 I �� r -.. ,- -_____ �� _ --''\ `� _____ . - \ �� `� TRACT O I ; � i � CB 6 30 29 - -- - ___ __ r .5 ► �` ,--460-- ~\` --____ �� ~ -470 - C ( (� TOP 497.34 . PAD EL PAD FL I PAD EL \ ` _._ - - - - - - - - - - - - - ----------- .! '. ..,. i PAD EL / `� `., - :� -478 I I 12" CONC. (N.) !E 483.4 ' . 455 D 459. D `i 460 0 464.0 1 r 28 2 % `` �� `� I i ' !�. 12" CONC (S.) !E 483- 4 26 .PAD EL 478 D -° , - - ._. _ - �' - _ j _ _ - � 460 0 j i i PAD EL. �` j �r �` . _ I � ' ~ . • . - ' • - ' • - - c - - \________ -- �-�� , TRACT _ 1 235 `, + i �� ` �.rr r.�■��.r ,r ....T _. J j _ _.. 1 I .: , \ _ ' { I o / OVER HEAD P E 0 P L! OU - , .... .W, ........, v. -. '� „v ` _ _...... _ - - _ 1 _ ' EAST, WEST, NORTH, S TH AND NORTHEAST 1 ` P `- 1 ' u. _ - �5 +D7.47, 4.84 RT (SEE PROFILE SS- 16' PUBLIC SEWER ..,� UP' GA RIM {�," SHEET 22 ,EASEMENT TRACT P 2 +43.14 L.F. 2 +95 14 LF. "� -� ' .. 10 IE 44"F# 1N 4.11.47 6 /E 454. DO 6 IE 459.00 4+ 18 i 4 L F. �- -- - - ---- --•- --- L.J I O \_1 { 8" "lE 44t:&* (IN) 441.47 OVER HEAD POWER LINE 6 /E 470.0 I I 10 IE $004A (OUT) 441.37 EAST, SOUTHEAST AND WEST OVER HEAD POWER LINE SSA/N 44231 UNDER GROUNDPOWEP. LINE EAST AND WEST 21+89.26, 16.00 RT JJ � ��, • � - � ' • I ` � t NORTHEAST TO BE RELOCA TED UNDERGROUND) RIM 49P:9M� •�• (� �. '..� .. • . � � � I 4 4 (TO BE RELOCATED UNDERGROUND) 3 +43 14 L.F. , :•', _: h', ' 8R IN 478,47 I I 6 1E 462.00 8" IE (OUT) 467,24 op lb ROLL 2 Q.� ,BE VCHMARK./ A nN. OASIS OF BEAR N=Z AAD 83/Vl CITY OF IiFJV11" N VS COMM ACTT W MarDM aTY OF RSVTON STS GQ.R,/1851 (SAW POrvr) AAV GOM ,/1852 M WNITAL DA W. >1 MMTAL NAD 83/W MMVCAL ikATW• I+M C4L- MAW 88 SENO ►AR• CITY OF RVrTdN UN EY COMM AETM W MOMAWVT P852 3" BRASS ,SURFACE AIIQIINAdENT FVLAV Ar nW CORNM OF IW 4TH S1JEf'1rSE 126TH ST.) AAV 1407H A W SE 10 -RW A" SET RR SFW AN W. FACE OF UNU Y PaE .r ABObE GRAOE• SE CON' OF 3311E ELm4ftr 10 M Ir Tap OF 4 -W CONC A11pIrUVINT ATME COR. CFYIE 1E.. -51st 13 SIDE SEWER CROSSING TABLE Lori TOP 6' SS BOTT. an WA cLEARANCE LOT 31 450.84 452.87 2.03' L 0T 30 45742 453.38 1.96' L or 29 456.43 458.17 1 1.74' AEY MAP NOT TD SCALE SCALE: 1 " = 40' 0 20 40 80 s- 3i8��a CAU L OF EVS77NG U nu77ES SNOW IS APpRommA Yr AND AAA Y Nor BE ACCURA TE OR ALL /NCL.UV VE. IT IS THE CAN7RACTORPS RESPONSyOUTY TO FIELD VERAF'Y LOCAnON OF U7X/71ES PRIOR TO PROCEEDING IN7H COINS7RUCnON.' VOTE.• ALL PROPOSED SANITARY SEKR MANHOLES SHALL BE 4800 UAN EW 07HERWSE /NQICA 70. NOTE;• SEE SE'PARA 7E WA WR PLAN SET FOR WATER PLAN AM PROFILE IWOWA MW AS- CONSTRUCTED PLANS (SEE SHEET 1 FOR STATEMENT) Q2005 TRIAD ASSOOATES At Z qq V 1 TRLAD ASSOCIATES 12112 115th Ave- NE Kkidand, WA 98034 -6923 425.821.8448 425.821.3481 fax 800.488.0756 ION free www.biodasooc.com �o V� y 0 j ti V�O �d� Q y � o 0 v Q Illft X 3 12 0 O ao� Q �K,7 _ r Eill P2ww VANAG88 AVW A. *VGZR PLS PROJECT SUBYMB J"ECCA S a&wAA PE PRWM EHGI m ,q'FRr L. ccaX ASCA FIRST SUHK17 TAL DATE: 4114104 SCALE: NW: 1 -40' VW.:N /A 11640 �GGoS WAS v61 a .Z, E. ^ 37359 w s�'C JONAL E 56 [� EXPIRES 11/15/05 515 STAMP NOT YAIID UNLESS SIGNS AND DATED k °"° 0 1- 159 SEW No. 17or33____,_ s� 1� o � o � 4 w w X L1 sin pco f a v 0 Q z cn z < Y c_' w z O C) D O z Q o Z 0 w CL o LAJ 2 C9 NC LLJ C CEI LAJ CL vv) In CL O AC Cr , 00 r`- N N Q w w 111') 0- IZ 0 W 0 Q � Q O ct O (/") N oW� p 2 U W o° ° q U U cr C6 t W acs W n� a �4 4 r N Q I•.i 0 SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W-M. H E E T r 89 ' + I * r PAD' EL i i I i f1 �'+ �� I I +'.+ 477.0 I;# III !+ I+! r +. �. PAD EL 461.5 I i I i PAD Q 15 +�5 I i L.F. I R1AI 1477.48 ;. i r � � i I I I � !` i+ � •� I! 1.:.: y,, i - f I t ', 8" IIE (lN) ►414'7» t2 ! ',I (oUT,! 497.02 I I +, ! � I I+ I , r ` i i +� _ h 1 I 11.3 I ( j / 1 4 j I 1 ! 1 I / ! 6 1 1 1 I/ t- 1 � * ' F. II ! 1L I r I I '., -' - l- . UP w Ui TO SOUTH I 11 16 E 146 .. L. ' i �"� �' R PAID EL ;PAD i PAD EL ' PAD EL PAD EL i ; PAD EL PAD EL. PAD EL PAD ELI i , I 11 I I I , 1 4$S.If7 I I 9(� r I I I PAD EL 1 t 1 I , I Py10 41116 5 49Q5 4925 I 49.5 ! 902.3 504.0 I 5010 585 _ I PAD EL I ! i ► 469.0 1 I ► I PAD El. PAD EL 1 I I 1► ►' I ! 1 1 ►: 1 I ! I ! I I+ 1 - 46 .0 I 1 I 1' I 37 L.F. � � �...1.... 1 .4750 1 � 3 +63 37 L.F. Lt r r . .I 1 I I I I ! , ► 1 t I ► �16 .,Er `� /E 7 ! - II _ +37 L_ F. 4 +6 41 6 IF 6 .0 •_ . � i . . : � EX. 12 " CONC. 2#+ 37 F. 47E IE 507.7 E 6 1Ej 488 cp CC • 91' + 1 `D PAD EL o 1 rn PAD EL q 1 I I I a ► 1 EX. 72" CONC. % PAD EL. 46Q;5 + 1 III ' 47a . ; 1 ► ; 479.0 n t f IE 507.0 1 4 . 0 - + 14 1 01 20 F. \ F 1..- 1.. a .. , j �' ,`,ll r �- . , ..-9 w r ,92 r PAD a.4sao :::..� L I 1 _ �_ ! f_ _ I ' is �'�j'i %C, � 4 , 0 13 47,10a M 6Q&-Ajp' � 4+ .24 .00 L \ ♦ \ Ma. . \\ R.AI 4Ti \ �;,•;, ': $" IE ,!�l:,6f► (OUT) 301.:'2 + ; 1 ! ' '� \ \`, 8 1E` (IN) 477. ti + 6 10, L T BRACT . • . t I I 7 RIM 477.E \ \ t i r " - - ; \ \% 8" JE (041 T)4". \, 501.83 RIM J, i ► I I I� 1, $+ lE 4166.31` (IN) ' .. �* \ \\ " if *NM. 9 IN - t. _ • :) UP ( ) 477. t 4ftift 8 /f 49be•B (IN) 9,3 1 8 IE 466,19* (OUT) 4M28 PAD Ei `� h I i \ •'t • 47&D > �' \ \ `z 4 "74 8" IE 4 +� OUT PAD Ez45.90 FIIV/S%4 GRADE a ", \ `; �\ \ , ', I ► I i 1 I i I �� CONTWRS TYP ". _ _ _ ^;u r. \\ : \ : `ti .l ; , - I EX 12 CONC. 94 IE 503.8 PAO E].. 45 0 1 I - TRACT ._------------- - - - --- ..I ► j 474_ \ 70. 0\ '` \ 3+0 1�35�C.F1 u 1 1 I t ; ► 6 9. �..� \ ► EX. 12" CONC. i I I I i 1 I r 1' \M I \ I I ` ', ► I JE 502.7 95 I I 1 f _ ► , �► PAD P'�I D EL. ` I I j I I I 1 rt `ti. 1 I I I I 7 \ , 474.L5 1 ► 483.5 EXISTING GROUND , �' e I I I I t 1 1 r CONTOURS TYP I I PAD EL 437.0 "� r I I ► I ` `� ► M 1 r , , �I I, 1 ;, Ex. r2" CONC. I '� ► r `----- ___- IE 502.6 i 2+89.,9C. 4. L T\ 1 I i , ,L --, `„ \ _. 47226 RIM X66 r 46153 8" IE 46&-606 (IN) r 4M43 8" IE 46& (OUT) ""V - 1 ... .. r r ' � •! r I 1 1 _'_ y./ • � a. J i •` � `. ` 4..- - 4 M L../ - , ` ` � - I 19 iQ.. � • I � 1 1 I` ' ", o M1 \ \ \ .. \ \ +9 .26, 6.95 L T a s , I I k f i 2+ 39 L. F ' 20' -ZD" STEEL CASING PIPE / ',UP W/ TRANSFORMER 1 \471.07 RIM + _ \` �� `� 1 a� 8" IE #6 IN / •.� 1 GR-B (0.33 /NCH THICK - - 6 IF 465.71 4 76 8" IE 463- DU M'i ! _ i 1 NON - COATED). CONTRACTOR C TOR TO ► + �. l 1 I q f \2+12 . 38 L F. rc'S 1 DETERMINE REQUIRED SIZE AND 1 , ' 17 1 I 6 /E 465,42 I P1PE SUPPpRT. PLAf.� SPACERS 1 a'. - 1\ 1 1 a �6iiiiiiiii�EX ,.� 4 816 4.7 L ! ON 'TNE WATERLINE AND FILL THE , 12 CDNC. \ D �'? `► \� `� `� 47�39R 4�P;6f �, 1� y ii 4'744.0 SLEEVE WITH SAND. 1 JE 504.8 ! , a 44105 JE 4&.*3 (/N) / r �, 1 4 I `� ( A " = ,r, Mf5t" IE (OUT) • ,� ER _.1.. EX. 12 CONC. ► 4.• i r -° 3 +1235, 40.50 RT RM IE 499.3 � 13 L.F. ,�, I �� ,,.. -,.,� \\* � . r r �, � ,/ NSFO 7 6 JE 453.00 �S(EI�E[` ,PJ�7'01!�ILE Rik 4F&." 478L3I W/ \ / �, ,TO 1 8 /E 4:36 47"1.29 UP . •� EX. 12 CONC. ,I I PAD ELI .0 r► . -� ``\ �` ... /f . 3+54-08, 8.2 LT 1 I 15' PUBLIC SEWER t', I IE 498.7 I a /. �. ' �� d ` 4>&� 716'R /if X98 ` EASEMENT 16+36.95, 5.85',t Ir 1 Q I� ��. AMMO /E 400.60 (IN) 4QQD9 !RIM 469:,99 4 r a 1 ' 47C� 1 W'p IE 4 8:9`3 (OUT) PAD EZ. � -� ,,� _._ /� ., �. z - � J! I / EX CB W TRASH RACK 1 +1 .9 3.22 L 432918 110 /E +�� (IIr+)I � - �• - 474.s - . ( ) � s' , +4� L.F. ` � R• � TOP 495.94 44J 11 i 10" !E 44+9ri9� I . ' �A �_ M 6 J'E 465 29 �. ,- „' RIM 499-#& 4D9 I f 12" ADS (S.) IE 492.42 17 445IN 18 IE 440rEi19 ( /N) r r 64 8 PVC 8 /E # 8 (OUT) . 4427310 /£ 44A ITV 1 �' 1............._ _ .. I r j r , 2QS " E 44A.6F GLUT \ �/ �►] • t r .: -- -/L w.. - • . - .. ,. -- - �. � s r.., pia •b.' 46 ' PAD EL 4s2 0 `� . �_ , -- - -= �--- -= _.? ...EX. ce ry _ 1 ' 'r \ \ " + -�.o ► , ^► \ \ - I ` TDP 497.34 PAD EL. 459.5 \ 1+ ------- - - - - -- i 1 ► I I ti \ a, .12' ADS (N.) lE 492.56 1 +98 _ r, ._ .... . 96 18 L.F, 33 L.F, + i` i I i 4+65 28 L. `�� 4 12' ADS (E.) IE 492.68 6 lE 454.50 6 JE 456.00 + + I ;+ + ! „ ti c - _ w . ► UP 17'" ADS S JE 492.70 r p + t + ! 6 lE 470.0'D , M 8 2!� L. F - ( ) I I + + . I h 6 ►1E 474, `� ', �: + - + r I 3 +.g4 22 L.F. -r T - PAD EL 459:0' 3 1 26 L.F. 6 IE 482. t \ _ _ G' _ ;� I 478.00 UP 2 +49 1'9 L.F. 1 .. I i I 11' PAD EL 9 +� I % 21 °' EX POWER _POLE 1 1 r I I ! + I. �, ? (TO BE REMOVED) 6 IE 454.00 �.� .� I i I I I , 474.0 i PAd� EL. PAD EL. 'I PAD EL r a PAD E1 PAD EL. 461.5 + i I ; + 4750 I 482.0 f 486.0 i 1 490.0 ` PAD a_ 492.0 1 b I I! 1+ I I I \\� m I a 1 I �'Ln n-" E 7 T7 O V) ci Z w 4wldp 3/87i� ROLL 2 0,� I SIDE SEWER CROSSING TABLE LOT I TOP 6" SS BOTT. 8" WA CLEARANCE LOT 4 465.35 46Z 15 1.8' LOT 5 464.91 466.59 1.7' LOT 6 1 464.59 466.52 1.9' LOT 1121 473.31 475.19 1.9' KEY MAP NOT TO SCALE SCALE: 1" = 40' 0 20 40 80 B, ENCHMAR A T1JM: BASS OF BEAAMIKr,► H=Z NAD WAY CITY OF AENmN WS CMVIM AE7MM Mac m cur aF Reim Aawr om aaxitam SASE POWI) AA V aa)t paw MOAl2WAL IAA 7W IMdW MITAL /MAD 83/Vt IIERiK„ L. DA 7M rE'R7JIGAL- 11MAI10 aye BENCHWAAM CITY OF WVWN Self Y C MM AETNC W M N LOMr #0852 30 SUM SWAM AKWLMKNT FWW AT 71,E Cave? cor w 4TH s IrSE 1"m ST.) AAV 1487H AWE SE "'7aM A" SET RR SME AV W. FAcE aF umiry P+ar.E .a* A6i01!E' OWE m, an ar 5117E 10 WN 'O" 7W ar 4&X4' COW A MMMT AT11ECM OF ST EL.s3f9.13 NO Mr.- LOTS 94 --98 REGME BACKWATER VALVES INSTALLED ON THE SADIE SEMER. it NOTE: THESE LOTS REQUIRE SEMER EJECTOR Pit,/MPS FOR BASEMENT PONC ER ROOM. sPEaRCATFONS 94ALL BE PRO HDED DURING HOME CONS7RUC770N. N01E.• ALL PIRQpOl5M SANITARY SEMER MANHOLES 57/ALL M 48'I UNLESS OIH£RIMS£ INDICATED. wow• SEE sEPAeA 7r WA 7ER PLAN sir FOR WA YEa PLAN AND PROf7L£ N�ARAU 7lAM LOCA naV OF EA?S77NG u nu nES SHOWV IS APPROXIMA 7F AND MA Y NOT BE ACC URA TE OR ALL INaus w. Ir is THE Coovmvwls REsPOwseull TO RELY VERAf'Y COCA Trary OF U71UT1es PRIOR TO PROCEEDM MrTH CONSTRUC770N. AS- CONSTRUCTED PLANS (SEE SHEET 1 FOR STAIFMENT) Q Wo Q %#Aim Q T RLAD ASSOCIATES 12112 115th Ave. NE Ki iwid, WA 98034 -9923 425.621.8448 425.821.3481 fax 800.488.07581oN free www.biadomwe.com �4 V y O � � 2 V � O V y Q Z Q 3 Z~ w Ac IJL i!• Q A w � o PRWM mAcm i AS I,R REBECCA S L>tg K PE PRW= ENGINEER ..*"MY L faQaG AS" FIRST SUMUrrAL DATE: 4114104 9CATX SM: 1-40" W.:N /A EXPIRES: 11/15/05 STW !RIOT VAi1D umm 9mm AND DAM JOB NO. 01459 sm"° 18«33 C)2005 TRIAD ASSOCIATES, I +r �7 S ss C� J � o � o r W %4 1 0 s WAS ill f6, O 37,359 /OIYAL EXPIRES: 11/15/05 STW !RIOT VAi1D umm 9mm AND DAM JOB NO. 01459 sm"° 18«33 C)2005 TRIAD ASSOCIATES, I +r �7 S ss C� J � o � o r W %4 1 i 8 0 MV W g t� x v 0 Q z z 3c Z 0 L � �C y c W � V � w O CIS y of � r� V p .4 U Y W �J W Gj m z c�a a o vi f/') V) t2 3t ° i) w � �jCrN � q ` 0 to O 0 W W ol d C m CJ r w 0 4 � 0 o ") (n CN owe M� 0z h L.LJ V) aQ U 0 � LLJ bm � t z 0- U o w gW) a �o r Cn Vf� Q§ r N Z SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RCE 5-t., WA, • •- � 1 `: r y rr. ' .,,L{ `, . � J I � I I 1 I ( f I � . , I i kwi GRADE i RIM 4•Tda6 F -`` +' TiDIJRS t 8" l£ m (OIUT) '071.411. 1p� moo PAD i I I` F i �- -- �` a -- �.. , 104 * t ',I 1 477. I I t 105 ► °,.106 • � ; y t ► + t + } I t l + + 2 +14. AM RT EX. 12" GONG. PAD EL + 2 f4 F i i `i PAS Q.. 1 I 1 PAD EZ. r, \ \ \ RIM 4x3 '" � 18 •', I . IE 517.1 - i I ► f, 4{x0 167 I 71.20 III_ +1816 0 : i i + + X94.0 \\ ',�\ 8' IE "1'!�W (IN) 475810 e r =1 1'. 8w IE 47&70 ' ', � � , 1 t t + _ , �.. ► I I -; c I + I \ � �-9� (our) -8 PVC �-• ' I , I ,�� ` i -� - - - __ - - _ ` _ T _ - - - - - -- __ \\ \ 20_20" STEEL CASING PIPE 1' It ° `. E 12 X. " CONC. t I I PAD - - . _ 490 -_� r IE 517.0 476. . ~`- -. _ -.� \ GR -B 0.33 INCH THICK J - I SBE PROFI 1 \ - - - - - \ \ NOIN --COO TED). CONTRACTOR 70 1 P110 �Z. 1 _ E _ 1 PAD E.. 1 477 0 a - ~ I \ t ` \ DETERMINE RE ! + 30 PAD EL I \ QUIRED SIZE AND �r-- r•: 467.5 I I PIPE SUPPORT. PLACE SPACERS i w ON 7HE SEMERLINt AND FILL THE + 6i . Y2 *o!-80 PlWc 8 59 .43 L.Jr'.'�. `� 2 +1 28 L.F. I ` \ ` S,LE£VE N1TH SAND. y' 6 /E 4T ` J 47� B I I L `I 0 2+ 10 L.F. I , RIM -0',�5�.9�4�� I , +� ` • + 93• 8 1 I -ri w rN0' CHIP i A / UGC TO EAST - 1 PAO .. i �i103 476.0. _ ' 8 /E I i l ' r I o l �. UP W - ;,, P/�L7 EL i 43 I L. F_ 467.0 I r SS 300.43 �, � I I + .67 I �,�,`` r € ! Ste` M � � .„,�j EX. 12 CONC. \ r « I t: �' , y I , I ► 8 IE 40 (OUT) 47AAB ,� `Y" IE 515.9 1 I I ! _ ; *'1 , 1 I I ' !i IE 479 63 (IN) 4 TRACT L $'AD y fi. % ` " ►d (IN 476± 4gQ 0 ! i i i i 17 I 8+ 1.03. 3�84 I .� p1 I - - + («u r,1 i,� t ;PAD EL RIM , 473.8➢ ,; 1 A -� \ �. \ \ 7+ 41B F. l 490.0 8 /E I 102 \ \ Y t , I I \e� (IN) 48A3Q I y y EX. 12 CONC. luu\ \� �\0+ 44 L.' . ;. �5►. I t I I \ 8 lE AINW& (OUT) 480.28 �,� I �'; IE 515.1 � '� N � ;•'° � �,� AD EL � 49.347 . A�7 EL + ! ,{, � � ..� 7.5 `ti ,gyp 0 I 1 l �8 I V. \ , I i r� \ I ` 1r _ ....... .... i t I PAD � { � - .£X.... • I C \� \ -- I IE 514.9 7+ 12.1 I I - EXISTING GROUND �\ \ �'`�7 5��2t'� L. F. y?IM I + j 47 %3J I i 8 /E I O 1 4th 4,2 I r cv _ EX ...12 CD1 trC. - -_ COY TOURS TY➢ `� \ 101*" 7 8" IE I OU y 432 - .......,. _., - k IE 514.5 _ -_- ` (' �. w .- -� -� 7 +54 6 / 147 I t 2" CONC. I IE X 513.8 i x 1 t \ r I I t }1 PAD EL ! 109 ► N t r' . -- _._...�• *ice % \ 1 ! ,I 1 `�- ,.�,•' 1 r , / 479.5 PAD EL 1 QO* I t r .743.1 3 LF. 1 4W5 N55 2" CONC. ,S % PAD EL, i t ! 6 i lE 1471.5 , , �. I I . I I3.2 �6 I I �� , r v`° 467.5 r' P �' b I 1 I i t 1! I t # UP W/ TRANSFORMER P PAD E1. i PAD EL , I i t ► �A76.5 /N t + a I I I I _i - - _ - - -- -- -- - �� I 459.5 ) 461.0 46.10 r 'TRACT rr r t i 6 / 4 3. 0 16 1 SfE PROFILE i .� ► �6+ ►r 17" rlr.F 1 i it er \ I T 27 I H ' rl 16 11468 04 I I t i ► i '� � t 1+ 35.07, 5.46 R T r �........_ . i r p , 1 i i PAD El. .. +36 60 L.F. ' RIM W y ti, i... t ;' r i r i i y EX. 12 CONC. 480.21 x......._ :...:' a X75. r r ,.1 IE 454.0 t �, / E _ .. •�--- v-- ---•r- ... j... ........ ' .; � r r 480. 0 � \ . '� I ; . - � '. (I F IE 512.0 .... f t� ...... r r t I I: 1 I F +35 28 F 6w /E 452.21 (IN) l I , ,,,� _ , I L• 8 IE 452.04 (OUT) j � ! � 1 I r r � r , r , ► � �'`� 1 IE 456.00 t r r 64+2 1 L.F. r IEI 4&Z90 i I I r 30" EASEMENT FOR i \ r i -=-f , ,� # EX. 12 " CONC. 6 458.00 r 1 i r PAD EL r I i 1 r ' -�-- -- 'i `. INGRESS AND EGRESS lE 511.6 •� r I 467.5 r i r �► r r r r � '.I `mac t i i I 1► 1476.5 a� t , !r � rr ► y' i r PAD EE. '�. ., ,....,...... v., ,....._... r 6 7r j 6+ IE 484.00 F U� i '2 1, r 3 L 6+ 11 - _ �. 30j L. `i 488.0 ..y I 11 MINIMUM TWE r r 8T lEt IN + _ _.l `; _ -:--~ _ SEWER SIVBS AT t I r «187 81 l 4� (OUT +4T , ..• ..� �- E MANHOLES # I i s? * of i i ,I/ / r �- �/ /r_ _ ��,_- J ( tt LAI � � � � V �� I � •`' PAO '` ; s.. � 1l2 � (�' 1 11,x' I � �. � 114 116 I � t�� ', 117 � '" ; I.•'{ J 89 1� t PAD EL ,I I 1 'l i I I I I I 1 +20 15 L.F. + , , p I t r I 477, 1 PAD EL , I PAD EL PAD ELI AD ]PAD EL 1 PAD ELI PAD EL I I PAD E1. PAO EL 1 1 PAD is PAD EL ' PAD ` ► 6 /E 456.50 E' Et. 461.5 n i I I t 'j ► 481.0 t 485.0 486 5 ' P4�Q5 I 492.5 i 1 496.5 49a5 I I 502.5 504:0 t 508.0 508.5 1 512.5 f. 1 I 1 1 1 I ! t ,1 L -EET E E '?% ♦ v 41 S•3/8 720 ROLL ZO� I:. 1.. IIII� tttl� r r �► X11111/ u i'IL�L'I��i KING COUN 7y • 1� �I 1�� r KEY MAP NOT TV SCALE SCALE: 1 " = 40` 0 20 1W W ffNcmm8X&A ''. Haw AIAO MAW an aF omvmv 05 c cw7m Wnmm NIQ<,oNNI!' arr w IIF]IfTm mwmmis G.IAI.#1a61 (BASE PCWT) ,+1111 '! GCM P80 HIaRNmm m,nft HlavZom mW ie r rERma DA TZt ICE Va4L- MW 0 CITY OF AMM ;SSWWFY Iraa M(X NEnWW r sum MaVINWT A1WWWNT mum AT 1w covor o' Ar 4Td'ti sim= ruar 12MM ST.) AAb 1487H A W SE 'W A' STET Jib' •S7 ft 9M W. FACE CF UOUTr ME .e` AVM GRADE SE cm oF mir EL. =4".7' 7W I" MP Of -00WO COW A/MUMT AT AE cat tom' 511E & ml A 13 NOTE.• THESE L07S IREQURE SENER EJECTOR PUMPS FOR BASEMENT POMOER ,r OW. SPEC ARCA 77CWS SHALL BE PyROWDED DURNG HOW CONS7RUC770N. NOTE: ALL PROPOSM SAANTARY SEVER MANHOLES SHALL BE 4800 UNLESS OTHERWSE INDiICA TED. WX. SEE SEIPARA lE WA TER PLAN SET FOR MIA 7ER PLAN AND PRCnLE ICI FOWA 7W AS- CONSTRUCTED PLANS (SEE SHEET f FOR. STA)EMENT) 02005 TRIAD ASSOCIATES gi TRLAD ASSOCIATES r+� 12112 115th Ave. NE Kirkland, WA 98034 -9923 425. 821 -8448 425.821.3481 fax 800. 488.0756 WN free wwwliodommoorn Z Q Q wz wo � Z a "III rm v � v k o as z i 0 e � e �4 V O 0 W a PROJECT MUGU AIM A 1"NNG M PL,S PROJECT SURWOR AEW'X4 I OgMfM P PROJECT INGO= .7RY L LMN ASLA PROJECT LANDSWE ARCHITECT FIRST SUMMAL DATE: 4114104 ScA[B: 1i: 10-40' VW.:N /A I� SI wGGO WA a x� 3359 '�V /ST 6R TONAL s a EXPIRES 11/15/05 5 s stems NOT vum tnNtass SIGNED AND DATED � 'oe "°. 01459 °'M0 19x33 11 ,e; ZF -S. .910-72o 0 a � r Q ao o � CD P r 4 � y � ti V � O V y O 0 W a PROJECT MUGU AIM A 1"NNG M PL,S PROJECT SURWOR AEW'X4 I OgMfM P PROJECT INGO= .7RY L LMN ASLA PROJECT LANDSWE ARCHITECT FIRST SUMMAL DATE: 4114104 ScA[B: 1i: 10-40' VW.:N /A I� SI wGGO WA a x� 3359 '�V /ST 6R TONAL s a EXPIRES 11/15/05 5 s stems NOT vum tnNtass SIGNED AND DATED � 'oe "°. 01459 °'M0 19x33 11 ,e; ZF -S. .910-72o 0 a � r Q ao o � CD P r 4 A-4 Q U s � Q Z k IJ W O z r O vi < PAD a.. 45ao Y V m lz<lci 1cor - a r W ~ T Q b 0 rW V / 1,59' Q EL 401.6 89 15 LF 456.50 r d a a m V / a 0 im �r SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWPr 23N., NGE 5E., W.M. r O vi 94 � PAD a.. 45ao Y V m lz<lci 1cor - a Q IrG. A Q b W 1E 452.00 T 95 1,59' f EL 401.6 89 15 LF 456.50 r �\ a a m V W 0 Q o O o M VV) N a w If a . . O OZ V7 _ o •a Q O U U � l I� aU W) Ix h01 Li a hs 1- Q � i �- *- N C] Z aW 'r SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWPr 23N., NGE 5E., W.M. FF SHFF: 1 �1 S -3/8 7Z / Ftdow O L 20.E 4 1 � P .y rM.., IE - fj-,?IL ()N).. IE om 00 (ou 1+35.a40 LF. TOP 6" SS 94 � 1. PAD a.. 45ao WvE - .81' +11 c.F. SEWR S7UW A M.ANH01 Es 1+@A 355 L.F. 445.91 1E 452.00 T 95 1,59' f EL 401.6 89 15 LF 456.50 r �\ If a . . v l �` l t • l i I 'r i t l r w fq Ep • G. 4-" ol .i 1 r � Cr H � 1 r � _ - . 1 r « a • k ,,.''''f. v ,' +fit r...�� .' , • ` - :. =• 1 s r Ki 3 - . .. ; • • r ` I 1 ;-' I W ------------------------------------- 1 r 10+56-91, 5.58 L T ` 441W RIM 460 F6 j 4 123 8- IE (IN) 443113 8- IE (OUT) _ -------- +•__ - ___ww - Jr r' � .. .r.. - --- = -1 FF SHFF: 1 �1 S -3/8 7Z / Ftdow O L 20.E 4 1 � P .y rM.., IE - fj-,?IL ()N).. IE om 00 (ou 1+35.a40 LF. 90 PAD a 481.0 816. 35 LF. 1 6 IE 455.50 i 91 �f f ' PAD EL q 92 - ...•w_w PAD EL 46Q 0 _` -------------------- 2 +99. 35 L- F. 6 r- IE 455 00 2+91.02, ZOO-77 R�/M �,�� 4t 8" IE 46&64 (IN) 4=10 8" If 46011 OUT)4.TQa PAD EL 0 1 93 64, If 454:00 / TOP 6" SS 94 � 1. PAD a.. 45ao WvE - .81' +11 c.F. SEWR S7UW A M.ANH01 Es 1+@A 355 L.F. 445.91 1E 452.00 T 95 1,59' f EL 401.6 89 15 LF 456.50 r �\ 90 PAD a 481.0 816. 35 LF. 1 6 IE 455.50 i 91 �f f ' PAD EL q 92 - ...•w_w PAD EL 46Q 0 _` -------------------- 2 +99. 35 L- F. 6 r- IE 455 00 2+91.02, ZOO-77 R�/M �,�� 4t 8" IE 46&64 (IN) 4=10 8" If 46011 OUT)4.TQa PAD EL 0 1 93 64, If 454:00 / TOP 6" SS 94 � CLEARANCE PAD a.. 45ao 445.54 -------------- - - - - -- 2 35 .81' +11 c.F. 445.82 6m IE 4W.00 1.53' 1+@A 355 L.F. 445.91 1E 452.00 T 95 1,59' PAD EL 457.0 446.39 1 448.09 1.7' I� N. i 1 7 X27 13 L.F. 9 L.F. d oo 6 1 IE 453.00 i f i 48 X47 i PAO EL PAD 'EL. 45& 0 435.0 I 1 4 RIM 4stm 1 8' IE �44+. @# 44� lit I I OUT I if +1 I II �I oo PAD CL 459.51 \ \ r IW 1 i k i PAD EL 459.0 1 � SIDE SEWER CROSSING TABLE I 45 LOT l TOP 6" SS BOTT. 8' WA CLEARANCE LOT 64 445.54 446.35 .81' LOT 63 445.82 447.35 1.53' LOT 62 445.91 447.50 1,59' L 0 T 61 446.39 1 448.09 1.7' m we 11 1 •.rte • KEY MAP NOT TO SCALE SCALE: 1"= 40' 0 20 40 80 BENCHA�/AR�' . SAW OF SEAN How mw ='ov CITY car AENT N GPS CaVMM AVnN2W mx om err aF mN= mamom c aRti1as1 (VASE PC" AW aaa P1182 HaaTRWTAL AA RAW HaWONTAL /MAD 83/ii1 MRTVAL DA Tim MWTXAL- M410 88 SEN CHMA CMG aTY OF M NY&W SURrEr CarIM AW70OW A#CANAV 7VT paw r WAM SWME AIOWWOVT FDI,INO► AT 114E GAR CF AE 47H SME7 12WH ST.) AAV 14117H AWE SE maW An SET RR SAE W W. FACE OF U11.1TY POLE Ar A910bE E' GRAL SEGO OF SW ELmr41M 7' Tel Ir TOP OF 4-W CaNIC M KOWT AT AE CAIN OF 511E EL�.S'19.13 N07E FOR PAD ELfVAflANS SEE KING COUNTY ROAD AND S7gRA/ PLANS PEWIT A02P0014 GdUII�i tocAnav OF EA7s7nrc unuMs siwNnr Is APPIROMA 7F AIYn MAY NOT BIE AGYX/RA 1E OR ALL pVCXUSIYE IT IS 1W CQNTRACTiaR S RE POWSSAaMU7Y 70 FAEZD VERIfY LOCA7I0IV OF U1NJ1/£S PR/AR TO PRoaEEMc WnH ctiwsnPUCnow. VOTE: ALL PROPOSM S"TARY SEMER MANNCR,ES WALL ! 4800 MAW OTHERIMSE WDICA TED. VOTE: SEE SEPARATE WATER FLAN SET FOR WA TER °LAIN AIVO PROFILE WOWATM AS- CONSTRUCTED PLANS (SEE SNEfT 1 FOR STATEMENT) Z I L 4 y� 1 RLAD ASSOCIATES 12112 115th Ave. NE Kirklat'tld, WA 99034$823 425.821 .8448 425.821.3481 fax 800.488.07561oM free WWW.i11C.Od11 �o V� y�y O � � 2 V�O V Q y co o �o 0 i a a s 1 4 ♦ • I ; ao� b � d QEP" F. @LX"4 AXP PROJRI.'P MUGU AKK A. rWGM FLS PROJECT SURWOR REBECCA S GYICS # Ak PIE "FERY L COX, ASLA Pi=- UNWAn ARCHRBt.`T FIRST SUBMITTAL DATE: 4114104 SCALE: =U-' 1 -40' W-:N1A /0 S �v�'G� Wry 8 �sy o� 0o z 37359 /ST `4S'IONAL F'�G EXPIRES 11/15/05�� s sreMa NOT vAtD uNtass ScnED AND nrtKD � ss JOB "°. O 1 -159 'W "°' 20(W 33_ 3,46? 72 i W w rp o H 1 r pn N v o cnQ z 0 h Ci Q La. Q Z Y U 4 J W m w Z U W O V) U a Q Z � Y Z a p o � �t 4 SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWR 23N., NGE 15E., W.M. X. 12" CMP. IE 443.4 / / f EX. 6" CONC. IE 443.7 ` ` 4W W RIM IN 44908 6 IE 44&4tf •' l 4AAAQ 8 /E - few rl 79# I 1 t z - PAD EL I I 1 44 �.. 44&0 , 1 ig i , , i i '• 1 PAID ; f y - 0\ - _ - ' w f - TRACT H • EXISTING GROUND CONTOURS TYP f 50' or ` TzA y « « « - w NN • nrs • ,. .. Ll 15' PUBLIC SANITARY SEVER EASEMENT 1 - - l { , ' ` ` �\ • ..rte - --' - � ,,r i � \ w s � � r 1 - F � • ` _ —454— _ _ 1 _ �'`�. ; •'- ----- 456- ___ :.•- •- s -.- -• _... �\ PAD EL 456.5 ~ 1 -` : ' J , i / EXlS11NG GROUND: - ' TOUR TYP Lu CON i 16 +3a •31 L.F. 1 6 / 452.50 iol - - - - ,...,.1.., ... 1 �. Iw IM 4,11'CT EL AIN 7.0 8 IE (IN) 447.97 1 - �_ , t \ • 8" lE (OUT) 447.47 1 - jF 1� 6- IE A90 (IN) 44414 '0O' . l I ` ? - f - I PAD EL 456 0 " A - - w...0 ;- ti ; - �- 15+4 34 L•F. .._._ - . --�I'� - 1 i 6 liE 452 0 • r __ - - - - - - - PAD f 45 10 TVI/''T - - - -- -456 -- ---- J--- -'-� -- -- _ r E E H E E 7 2 0 S -3/872 2 ROLL 20� J 14 ..y. .. ` t � R/Ai 4164RIF 6" IE -46jR:FF (IN) 8" I£ 464EL: (OUT) 1 +35. 40 L.F. /. Poo^1 TRACT J 89 PAD EL 461.5 •. 1 +20 15 LF. :f l 6 IE 456.50 :. 90 PAD EL 461.0 r 3 +66 35 L. F, t L!L!LlL�i 1 � KING COUNTY REN TOM 1, 111 ■ KEY MAP NOT Tn SCALE SCALE: 1"= 40' 0 20 40 w BElVMMA89A26 7UM_ mIISXS or wmm arr OF AGOW WIS C0VT a• AEnmw /,Iwm arr or mvmw mmmmis aaxpwy (mm Ad" Aw Gait j1wr ma zcwr. L AA 1M MWZC ffAL MW W/r MMW.4L MRS* mmnr.AC -��yy� Ile w �M- aTr OF WV7W SUR EY COMM AEMW .r m4a mawmmrpnr SwAx AIaIN mwr mum AT PC CaMW W OF AE 41H SIR= T(N. laM ST.) AAV 1401H ATIE SE wnW A" .� A a arAv oK FAcE are unary Pam SE* COROF SW EL -QK7' 1M Ir 7W OF 4*l4' CCW AIa1KOMT AT At G1G. a• 511E ELM5iR 13 NOTE. - LOTS 74-79 REQrLJIIRE BAa(WA TER VALVES INSTALLED ON THE SAE SENER. NO 7E7.- FOR PAD ELEVA T10NS SEE KING COUNTY ROAD AND STORM PLAINS PERMIT OL02P0014 s N0 7E: THESE L015 REQUIRE SE)" EJECTOR PUMPS FQR e nrr POWER Roan sPEa7CA77aws SHALL BE PxoWM vuRavc HOME CaysnQUCnay. GdU�f�f LOCA77001 OF EXISIMIC U1N7?£S SHOW IS APPROIQMAIE AMD MAY NOT BE ACCURA7E OR ALL MKXUSyYE IT IS iH£ CONTRACTOR'S' aESpowSeorurr in stn vtWr Locnnav OF ununES PRYOR m PRoamaMVC WnN cowsrnucnaW. NOTE: ALL PROPOSED SANITARY SENER MANHOLES 94AL.L ICE 4800 WESS ONERWSE WDICATED. NOTE: SEE SEPARA TE WA TER PLAN SET FOR WA TER PLAN AND PROFILE N ORMA M N AS- CONSTRUCTED PLANS (SEE' SHEET 1 FOR STATEMENT) X qq a� Z TRLAD ASSOCIATES 12112 11 ft Ave. NE KWkWW, WA 99034 -aM 425.821.8448 425.821.3481 fax N O. 488.0758 toll fros www.aiedsssoc_com �o V� yO� ti U�O V �Q 10 v►. 4 w i0C IUL 1 U 4 L B R 0 13 t A �v 40 K go z GERALD F. BUM AKA' PkOriBGT 1(AH= PROJRC'! sum 8 fiEW=4 S Lau4M/AlK PE PRQJ®C'f CIGDM "FMY L caa& ASIA L&NDKAR ARC FIRST SU MMAL DATE: 4114104 WAIX EM: 1'-40" VM.:N /A 1� c � s �U �G of WA s s � o 37359 'Ww / ST�� G` /4NAL EXPIRES, 11/15/p5 b STAMP NOT YAIID 11N1E4S SIGNS AND DA?6D � ss NO. D% 1.59 Sam "° 21or33 Q 2005 TRIAD ASSOCIATES I I I I ,tea s 3le722- zCl MAY 112006 0 6 w I� of o � ! 4 I" 1 IU Y U W W m U N U qw� w N W Q � N f• x O V) m a a 0 W 0 Q � © ° � Q In � � N w I` p Z p U LLJ V) W E� o Of Q U U h cr Q° w ry� d Frio th At 4 r- Cy O a 4 SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWR 23N., NGE 15E., W.M. X. 12" CMP. IE 443.4 / / f EX. 6" CONC. IE 443.7 ` ` 4W W RIM IN 44908 6 IE 44&4tf •' l 4AAAQ 8 /E - few rl 79# I 1 t z - PAD EL I I 1 44 �.. 44&0 , 1 ig i , , i i '• 1 PAID ; f y - 0\ - _ - ' w f - TRACT H • EXISTING GROUND CONTOURS TYP f 50' or ` TzA y « « « - w NN • nrs • ,. .. Ll 15' PUBLIC SANITARY SEVER EASEMENT 1 - - l { , ' ` ` �\ • ..rte - --' - � ,,r i � \ w s � � r 1 - F � • ` _ —454— _ _ 1 _ �'`�. ; •'- ----- 456- ___ :.•- •- s -.- -• _... �\ PAD EL 456.5 ~ 1 -` : ' J , i / EXlS11NG GROUND: - ' TOUR TYP Lu CON i 16 +3a •31 L.F. 1 6 / 452.50 iol - - - - ,...,.1.., ... 1 �. Iw IM 4,11'CT EL AIN 7.0 8 IE (IN) 447.97 1 - �_ , t \ • 8" lE (OUT) 447.47 1 - jF 1� 6- IE A90 (IN) 44414 '0O' . l I ` ? - f - I PAD EL 456 0 " A - - w...0 ;- ti ; - �- 15+4 34 L•F. .._._ - . --�I'� - 1 i 6 liE 452 0 • r __ - - - - - - - PAD f 45 10 TVI/''T - - - -- -456 -- ---- J--- -'-� -- -- _ r E E H E E 7 2 0 S -3/872 2 ROLL 20� J 14 ..y. .. ` t � R/Ai 4164RIF 6" IE -46jR:FF (IN) 8" I£ 464EL: (OUT) 1 +35. 40 L.F. /. Poo^1 TRACT J 89 PAD EL 461.5 •. 1 +20 15 LF. :f l 6 IE 456.50 :. 90 PAD EL 461.0 r 3 +66 35 L. F, t L!L!LlL�i 1 � KING COUNTY REN TOM 1, 111 ■ KEY MAP NOT Tn SCALE SCALE: 1"= 40' 0 20 40 w BElVMMA89A26 7UM_ mIISXS or wmm arr OF AGOW WIS C0VT a• AEnmw /,Iwm arr or mvmw mmmmis aaxpwy (mm Ad" Aw Gait j1wr ma zcwr. L AA 1M MWZC ffAL MW W/r MMW.4L MRS* mmnr.AC -��yy� Ile w �M- aTr OF WV7W SUR EY COMM AEMW .r m4a mawmmrpnr SwAx AIaIN mwr mum AT PC CaMW W OF AE 41H SIR= T(N. laM ST.) AAV 1401H ATIE SE wnW A" .� A a arAv oK FAcE are unary Pam SE* COROF SW EL -QK7' 1M Ir 7W OF 4*l4' CCW AIa1KOMT AT At G1G. a• 511E ELM5iR 13 NOTE. - LOTS 74-79 REQrLJIIRE BAa(WA TER VALVES INSTALLED ON THE SAE SENER. NO 7E7.- FOR PAD ELEVA T10NS SEE KING COUNTY ROAD AND STORM PLAINS PERMIT OL02P0014 s N0 7E: THESE L015 REQUIRE SE)" EJECTOR PUMPS FQR e nrr POWER Roan sPEa7CA77aws SHALL BE PxoWM vuRavc HOME CaysnQUCnay. GdU�f�f LOCA77001 OF EXISIMIC U1N7?£S SHOW IS APPROIQMAIE AMD MAY NOT BE ACCURA7E OR ALL MKXUSyYE IT IS iH£ CONTRACTOR'S' aESpowSeorurr in stn vtWr Locnnav OF ununES PRYOR m PRoamaMVC WnN cowsrnucnaW. NOTE: ALL PROPOSED SANITARY SENER MANHOLES 94AL.L ICE 4800 WESS ONERWSE WDICATED. NOTE: SEE SEPARA TE WA TER PLAN SET FOR WA TER PLAN AND PROFILE N ORMA M N AS- CONSTRUCTED PLANS (SEE' SHEET 1 FOR STATEMENT) X qq a� Z TRLAD ASSOCIATES 12112 11 ft Ave. NE KWkWW, WA 99034 -aM 425.821.8448 425.821.3481 fax N O. 488.0758 toll fros www.aiedsssoc_com �o V� yO� ti U�O V �Q 10 v►. 4 w i0C IUL 1 U 4 L B R 0 13 t A �v 40 K go z GERALD F. BUM AKA' PkOriBGT 1(AH= PROJRC'! sum 8 fiEW=4 S Lau4M/AlK PE PRQJ®C'f CIGDM "FMY L caa& ASIA L&NDKAR ARC FIRST SU MMAL DATE: 4114104 WAIX EM: 1'-40" VM.:N /A 1� c � s �U �G of WA s s � o 37359 'Ww / ST�� G` /4NAL EXPIRES, 11/15/p5 b STAMP NOT YAIID 11N1E4S SIGNS AND DA?6D � ss NO. D% 1.59 Sam "° 21or33 Q 2005 TRIAD ASSOCIATES I I I I ,tea s 3le722- zCl MAY 112006 0 6 w I� of o � ! 4 I" 1 IU 9 &Z LAJ 1w X I I v u 0 ct� cn 0!� �, w —"*N LL1 C/-) Z V) (/-) ::) >— L.Lj 0 < I I 0 ry < D O 1b to 26 0 L) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 490 'Mo �� __ �__ SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. ................... ...... . ..... .... .............. .. ........... . .... .......... ......... . ....... ..... ..... ..... . . ........ ....... ...... ........ ............ .. . . . . . . . . . . . .. .. . . .. .. .. . . .. ... . . . . .. .. . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . .. . . . . . . . . . . . . . RILu K 4 N A0 :z + Ole 470 1 470 001 .000 00*1 4OZ51 ouraDE DROP CONNEC17ON 80 IE -ol (IN) 47&87 EXISTING GROUND 8" 1E 46AWW (OUT) 467.214 A T C 'OF PIPE (TYP SEE DETAIL, 94T JI 460 ----------- �460 c LZ .00 a. TRACT 0 I Q. PROPOSED KNISH GRADE AT C OF FYPE- CTYP 40T M z 450 ----------- 450 op, t 235 -10' PVC sq-*eem a ow 6 440 _ .____ ___._ _ �__.._ ._____._._ . �_ _._ RIM 46+ ff 4M05 10" 1E *004%X (IN) 441.47 PROME SCALE RIM 447-L .64 to- 1E 0 0 F. tfil (OU T)44LJ7 44-Z09 f'pm 40 HONZONTAL low IE $06660 (IN) 44424 8'0 IE 040.64 (IN) 441.47 1 4 MM 77CAL 10 1E 440.44 (OUT) 44a14 ft SEE PL AN SHEET 17 ROLL- 201, 4p as, 43 /40 X23 AS- CONSTRUCTED PLANS (SEES SHEET I FOR STAMMENT) C 2005 TRIAD ASSOCIATES TRLAD / ASSOCIATES r"'' 12112 115th Ave. NE KWk4wid, WA 96034-0923 425-821-8448 425-821,3481 fax 800A88 -0756 W ft" www.bisdassoc.com w ,� a �. or � a �, wa W Z k Z Q ti o 0 U. Ln z I0 t: ?t GERALD F. MCK AKF PROJECT MUGER AN A. ngn PLS PROJECT SURVEYOR REBECCA I CUSHMAN, PE PROJECT ENGUM JU7MY L COX, ASXA PROJECT UNDSM ARCHITECT I= SUMMAL DATE: 4114104 ScAlit IMM' 17-40' =.:I0'- -4' - A1J* EXPIRES 11/15/05 STAMP NOT VAUD UNUCSS SIGNED AND DATED SS JOB No. 0 1= 159 SEW"" 22 «33 10 -7 2-3 Fv1 -f SCAM MAY 112006 A Mik ..#4 YI �° r et 0 C) 41 "I Li cc 'ar. L) W Z" a_ cr V) Of a_ C) C) LLI cn c*q 4torl- 0 LJ C) W C-) a- d- m O rn ck: N Fes-- O LLJ z 0 Z 0 LLJ V) 0 all LAJ cr cr 0I W) Cl. �o Q �a r— N z QL L4j to 26 0 L) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 490 'Mo �� __ �__ SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. ................... ...... . ..... .... .............. .. ........... . .... .......... ......... . ....... ..... ..... ..... . . ........ ....... ...... ........ ............ .. . . . . . . . . . . . .. .. . . .. .. .. . . .. ... . . . . .. .. . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . .. . . . . . . . . . . . . . RILu K 4 N A0 :z + Ole 470 1 470 001 .000 00*1 4OZ51 ouraDE DROP CONNEC17ON 80 IE -ol (IN) 47&87 EXISTING GROUND 8" 1E 46AWW (OUT) 467.214 A T C 'OF PIPE (TYP SEE DETAIL, 94T JI 460 ----------- �460 c LZ .00 a. TRACT 0 I Q. PROPOSED KNISH GRADE AT C OF FYPE- CTYP 40T M z 450 ----------- 450 op, t 235 -10' PVC sq-*eem a ow 6 440 _ .____ ___._ _ �__.._ ._____._._ . �_ _._ RIM 46+ ff 4M05 10" 1E *004%X (IN) 441.47 PROME SCALE RIM 447-L .64 to- 1E 0 0 F. tfil (OU T)44LJ7 44-Z09 f'pm 40 HONZONTAL low IE $06660 (IN) 44424 8'0 IE 040.64 (IN) 441.47 1 4 MM 77CAL 10 1E 440.44 (OUT) 44a14 ft SEE PL AN SHEET 17 ROLL- 201, 4p as, 43 /40 X23 AS- CONSTRUCTED PLANS (SEES SHEET I FOR STAMMENT) C 2005 TRIAD ASSOCIATES TRLAD / ASSOCIATES r"'' 12112 115th Ave. NE KWk4wid, WA 96034-0923 425-821-8448 425-821,3481 fax 800A88 -0756 W ft" www.bisdassoc.com w ,� a �. or � a �, wa W Z k Z Q ti o 0 U. Ln z I0 t: ?t GERALD F. MCK AKF PROJECT MUGER AN A. ngn PLS PROJECT SURVEYOR REBECCA I CUSHMAN, PE PROJECT ENGUM JU7MY L COX, ASXA PROJECT UNDSM ARCHITECT I= SUMMAL DATE: 4114104 ScAlit IMM' 17-40' =.:I0'- -4' - A1J* EXPIRES 11/15/05 STAMP NOT VAUD UNUCSS SIGNED AND DATED SS JOB No. 0 1= 159 SEW"" 22 «33 10 -7 2-3 Fv1 -f SCAM MAY 112006 A Mik ..#4 YI �° r et 0 C) 41 "I Li YI � N Y" 5w 1/49 tilt 1/4, SE 1/4, SECTION 10, TWP. 23N., ,RGE 5E., WoM. . ... ... .. ... ... ...... .... _... .... ........... ......._.._........... ._ .. ....... ......................__............ ........ .._.........._...................... ........._.._...._............... ........ ..................._..._........ ..._..._ ...___...................._..., _ .........................__..................._._.._......................_........ . ..... ... ................. _....... w................. .._..._..,_... ....... ....... ........ ._........._...__ ...... .... _._...i : 3 i i 7 I ` : : C� ............ .. ct i { Z z _w4 N ..........._....... ........_......_._..._ c _._. ..__.................... :....... ... ._ ..... ..._ .....__...._ ................�._ _._.._ _.......»......_..».. .___.......__..._.__...... ».._. _ ........_........ _ _..._.... _...._. �._ ...............__ »_ . q. cj� /0 Y' k co na g� ►. n NZ i _ I �► m 3 7 kl LLJ I .........»»......_........_......._ ..................._..._....... .................5... _ _ ..._...........�...._. J j _....... ............ ...........-.-..........._..... .................... .._................._.......... -. .... ..............__.._.. ....... »............» . .. ..._.._._. . _. ._ ....... .. -. ..» ...... .. j. .................. CL' Lj j `� s Q V) �-- w EXISTING GROUND W i of AT TYP C) ` w _. __..._..._...__._.._.._._ - -- - _- - ------ �.__.__....._....__.. �__. »_....._.... : PW STA - 1 +51.50 P M ELEV = 460.56 SSD= 150.0' S 2 r PN2.0� w O _ ............ 90 ........._........ ........ ......._ ... ........ ............._......4 _......... :_.. _... _._.... __�...._..._._........ r`� ` _ ...... ............ _............ . ._........---..... ....._..........».........,. p...- ......_......_....._..._ ....- .... . _ _ ...... . ... .- ,SILL ,.,. »......»_........ ...................._ .. _ ....... ............. . i c I to u') u')a V Q O V + i tiF oc) CT 3 qqt et PROPOSED FINISH GRADE `' �•. Q Q F— fW-- SSW 9 N AT FL0WJNE TYP d ............_ ............ ............................... RIM 49.p. i 40&99 ...... ........ ... i.... ........ ... ........ ..... _......._...._......._._.... .._........_.........._ ............................... °... -'a �w ................... -..... � C11� �fA�M1�.=4d .1i? t/1 �CLC ..............» ............................... ....... _ N _......................... ............. ..... .. ... __.... ._ _..._.__.._ ............... _. _... 450 i N c� ................. ..... ............................... _................ ' ;t i :..................__.................................................................................... .........:........._........... _....... ..... �) ¢... _ .................. ......._..._........._......... _..............._.......... ..._................. ............................... ............... ............................... ' _ .............................. a _........ ........ - .............. ....... ............ .................... ..... ... a a ` PROFILE SCALE a 1 = H10R /ZONT 4 70 .e ....................... u L) W = »4 r1R nCA . ..... ........................................................... ............................... z w z :470 � 3 4 vi Vi ' Q SS-B w w w O w W 148 TH AVENUE SE R -4 4dZ51 � OUTSIDE DROP CONNECnON 21+00 22 +W 23 +00 SEE PLAN ,SHEET 17 ROLL 7a 0' VC .. _................. E i; i I, PVI STA 444Z22 PVI REV = 4.57.10' SSO = 150.0' 75 o' YC QlY1Lt i.JT �/V t...yuv S��'aM{/f17T SSWH 16 WW77VV ' ` IL 114' -10' PVC 5 a som ao m ea : F OUMDE DROP RIM 4693 f 440 �� rE- (IN) �0 fE ter. (W) 44 M �..._ _____ . �.._ �__ � __ �..___ ___._._� ..��.� R1iV �� _ � _. . .__.. _ ..:...___.._... _........._ .» ...._.......... 44J 11 10' lE :&� (IN) 10 CIE 44,P:�6i� (DUT) 442Q3 441.5 1Q" lE 4�# -3}F (IN) ,RlAl 41*66- 4.%63 44.101 10' lE (OUT) ( 441.75 1 !7' /E #�# -,19�i (OUT) 10- IE 4*P 4r- QW) 441.47 10'0 IIE - 44hiff"(W T) 441.37 o i i i PROME SCALE i :...._.. HOWNWOWN - --------- ---- ; _ ......... ... ..... ' 4# b 7PnCAL , 146 TH A VENUE SE EXISTING GROUND PROPOSED FINISH GRADE EL. AT TYP EL. AT F 0 �Q Y V O app OUjc a cr Ic I to u') u')a V Q O V �� y tiF 'W) CT 3 qqt et b Q Q fW-- N d t/1 �CLC W W m 0 W 1 z° ,5c Q O O � Q: H N W Z 0 p h U U) ~ 0 rY Ob (L'F- a v h0 LAJ �o a aw N 0 z OUTSIDE DROP CONNECnON 21+00 22 +W 23 +00 SEE PLAN ,SHEET 17 ROLL 7a 0' VC .. _................. E i; i I, PVI STA 444Z22 PVI REV = 4.57.10' SSO = 150.0' 75 o' YC QlY1Lt i.JT �/V t...yuv S��'aM{/f17T SSWH 16 WW77VV ' ` IL 114' -10' PVC 5 a som ao m ea : F OUMDE DROP RIM 4693 f 440 �� rE- (IN) �0 fE ter. (W) 44 M �..._ _____ . �.._ �__ � __ �..___ ___._._� ..��.� R1iV �� _ � _. . .__.. _ ..:...___.._... _........._ .» ...._.......... 44J 11 10' lE :&� (IN) 10 CIE 44,P:�6i� (DUT) 442Q3 441.5 1Q" lE 4�# -3}F (IN) ,RlAl 41*66- 4.%63 44.101 10' lE (OUT) ( 441.75 1 !7' /E #�# -,19�i (OUT) 10- IE 4*P 4r- QW) 441.47 10'0 IIE - 44hiff"(W T) 441.37 o i i i PROME SCALE i :...._.. HOWNWOWN - --------- ---- ; _ ......... ... ..... ' 4# b 7PnCAL , 146 TH A VENUE SE EXISTING GROUND PROPOSED FINISH GRADE EL. AT TYP EL. AT F 0 �Q Y V r-rUv �tuv J +vU �F 1, Ft 2 i oil' J SEE PL A N SHEE T 17 AS— CONSTRUCTED PLANS (SEE SHEET l FOR STA7EM£NT) .^ *nns 'nm.n . A V 0 SATES 'e72J/ 1 uu r` W*i C W Z Q 1 RLAD ASSOCIATES 12112 115th Ave. NE KkWand, WA 99034 -9923 425.821.8448 425.821.3481 fax OW- 488.0756 ba from www.piadasl�c.cam �o V� y O app OUjc I to u') u')a V 'ate O V �� y tiF 'W) r-rUv �tuv J +vU �F 1, Ft 2 i oil' J SEE PL A N SHEE T 17 AS— CONSTRUCTED PLANS (SEE SHEET l FOR STA7EM£NT) .^ *nns 'nm.n . A V 0 SATES 'e72J/ 1 uu r` W*i C W Z Q 1 RLAD ASSOCIATES 12112 115th Ave. NE KkWand, WA 99034 -9923 425.821.8448 425.821.3481 fax OW- 488.0756 ba from www.piadasl�c.cam �o V� y O OUjc V O V y 0 'W • ul C r oa� tQ FIRST SUBMITTAL DATE: 4114104 ScAL8. �_- 1 -40' ATM 1 =4 S �GGo WA h Q 37359 W 18 TE4 G~� f ONAL EXPIRES 11/15/05 sruW ror v,►D � UN= sicxm eHO new � "ss JOB NO. O 1 -159 z '"°`"" 23«33 11 � � x � r o � o r r C� *Eli i . u 0 V) Lli (D Of LjJ a- v) ry LuJ Lij (D LLJ V) CD 1p, 31. 0 < 0 vi • I. It Y w ci N ui C*4 m w to to '* n in ccr AM a- cr 32r. u 0 V) Lli (D Of LjJ a- v) ry LuJ Lij (D LLJ V) CD 1p, 31. 0 < 0 vi • I. It Y w ci N ui m uj m w to to '* n in ccr AM a- cr C) C)l cb I 'W,[ v— n 0- C) U Q) O O ct C44 Fes- Z LAJ m (n :2 �- z Qj k 0 0 C) Ld V) 0 cr C) LLJ CL C-) Iq Q V004.: 0 ow Z] #b SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N, RGE 5E, WoMe ...... .................................. .............. . ........... ............... ....... ... . ............ .... ... . ....................... ... .......... ...... . . :.. ...... ... . ...... ......... . ....... - ....... ...... ....... .......... ... .................. ...... .................. ....... . . . .. ......................... . ..... .......................... ... . .................. .. ........................... ............. ....... . ...... . ...... ................ ...... ................. ... ...... ...... .. . .................. ..... ..... .................. PW STA = 2+0J.25 PW ELEV = 490.66 SSD - 170.0' En 174 0' M "K ........... ... . .................. .............. ♦ ........ ... ............... ........................ ... ................ ....... . ......... ...... . .................... - ............. .... . ................... ....... ....... . ....... ........ ..................... .......... .. ............ ........ ............. .......... ...... ................................. ............. .................... ............ ....................................... ......... ....................... ........ ...... ............ . ............. ......... t + + IN IN . ..... ... . ............ ....... . .................. ................ . ....... ...... .......... ...... ..... . ....................... . .... ............ .... ........................... ............. - . ........ ............. - ------ .... . .. . ........ PROPOSED nNl-% GRADE AT C (TFP) 2. .... ............ ...... ................................. ............ . ..... ........ .......... . .. ............... . ....... ............ ....... . ......... .............. ......... . ... . . .............. ............. -.4 . ........ . ... - - --------------------------- - --- . . .... . .............. .................. ......... . .... .......... ------------------- . ............. ........... .................... . . . ...... + qK Lu '-K V Cie. ........... .... ....... .... . ........... ----------- . ............. . .......... ....... ........... ..... ................... . . .......... . . . ...... . .............. a ........................ ..... ....... .... JQ - - --------------- ----------- -.4 .......... ............. ............. 4 ...... _4 . . . . . . ...__._____....._._.. _.____.. _ _. f..._. »- ........____.._. . . . . . . - - - - ._...___._.._ . EXISTING (ERR ND V-w C (Typ) -110 W, ................ ..................... ..................... ................ A _.......__.. ................... ... ...... ........... ......... .................. ..................... .. . ................ 480 ........ Ilk S3WH 4ORS" RW 49MAKIL 401.90 60 IE 4&P.-P+ (IN) 481.80 8- IE 48N. %% (OUT) *J ....... . ........ .................. ............................... ............ . ....... ... ... . ........................ 48135 RIM O• 66 474101 A- ir- jLZA-I (IN) 47191 8- IE 4F*40 (OUT) ..... . ........ ..........f............._._.... ............. ...... ............ ........ .............. .............. .................................. ..................... ......... ......... ..... ....... .................. ........... ................................... ....... 470 ...... . .................................... ....... ......... ..... ........... ..................... PROPOSED FINISH GRADE .................... ....................... . ....... --------------- - --- - . .................... ---------- - - --- - --- - --- . ...... . ..... ................... . ...... Low. ... 45Z 10 J:VNTLzzv A r (TYP) LOW POINT STA – 6+5.196 P STA m 6+49.85 P ELEV = 456.69 SSD – 12OL0' 12 476.84 RIM 0XIIII 74. 0 vc 46&W8- IE 460.-" (IN) ................. ................... ....... .............. . ... ...................................... ...................... ...... ......... 8 .... ............ 4M 468--153' (OU T) ....... ........ . ............ ...... ......... .......... ................ ....... . ................ .......... .... .................................... . . .... .............. . .......... . ............... . ............ ... . .... . ......... .. ----- - -------------- ------ 4- -- ---------------- - ------- -- + 40 ZN, EXIS 7ING GROUND + P+ AT C FTYP) LAI Q0 cb as ................................... - .................. ...................... ................... ...... ................... - ...................... ...... ......... ........................... ...... ...... ............ ... ........................ .................. ............. ............................ ........... ............ . ................ ....................... .................. 460 .4 .......... .... ........ .... ................ ..... ...................... ............. - ............. ........... .......... . .......... -------- . ........................... ................................................. .................... .... .................................... ....... ................................. ....... ......... ............. ... . ...... . ............ . ................... ......... ....... ................ ......... - ......... ................................ ............. .................................... ........... ............. ........... ............... . .. ................. ....... ............ ................ I . . ...................... ....... . T sswH it 46199 RIM 46+07-9 45153 80 IE 46&" (IN) 45143 8- IE 4"46 (OUT) 435 A* 70 6 IE 46&- (IN) ....................... ................. .......... ......... ........ ...... ....................... ........... ........... ........................... ..................... ..... ................................... ........... . ...................... ...................................... ........................... .... ...... ............... ............................ ............. ...... ..................... 450 .......... ....... ................ ...................... -; . ..................................... ...................... ....... ........... ........ 440 SE 125TH STREET EXIS 77NG GROUND PROPOSED FINISH GRADE EL. AT C (TYP EL. AT C (TFP) 4*EKJ D+uu SEE PL A N SHEE T 17 ROLL 20� S-3/8v25 AS— CONSTRUCTED PLANS SEE SHEET I FOR STA TEMEN T) 0% lowly. llmLn Arcf%f4,&RTC 4j Lk aU ac k %1 !- Lu u j TRLAD ASSOCIATES 12112 115th Ave- NE KMd&M. WA 98034-a23 425.821,8448 425.821.3481 fax 800.488,0756 IoN free www.bisdauce-oom Q IWW46 (a soft 10 (j Z3 Lu PC X � 2 Q X O MI t 3 Z W) N NO I. It 46 ION ci N V to to '* a AM Alk AM 4*EKJ D+uu SEE PL A N SHEE T 17 ROLL 20� S-3/8v25 AS— CONSTRUCTED PLANS SEE SHEET I FOR STA TEMEN T) 0% lowly. llmLn Arcf%f4,&RTC 4j Lk aU ac k %1 !- Lu u j TRLAD ASSOCIATES 12112 115th Ave- NE KMd&M. WA 98034-a23 425.821,8448 425.821.3481 fax 800.488,0756 IoN free www.bisdauce-oom Q IWW46 (a soft 10 (j Z3 Lu PC X � 2 Q X O MI t 3 A z ts Its P t i Oka - Z'I la INN C44 JTM� 11-7 1 p FM SUMMAL DAR: 4114104 SCAM IM. 10-40' VW.: 1'11-4' S C& WAs 4,, 37359 *10NAL EXPIRES 11/15/05-----] STAW Na YAW UNM SKNO AN D►TO ss x1a NO. 0 1 -159 3am M. 24«33 11 46 0 C' 00 > 0 7q �l Z qK I. ct A z ts Its P t i Oka - Z'I la INN C44 JTM� 11-7 1 p FM SUMMAL DAR: 4114104 SCAM IM. 10-40' VW.: 1'11-4' S C& WAs 4,, 37359 *10NAL EXPIRES 11/15/05-----] STAW Na YAW UNM SKNO AN D►TO ss x1a NO. 0 1 -159 3am M. 24«33 11 46 0 C' 00 > 0 7q �l 7 i g v 0 Q z cn rn IN c 0 W Q: U 490 F�T `./ � ^� n �-- 48'0 cry F-- N 4b S F— O + N N �► W Q C.n �- W Q cn 470 Q 0 } a _..........SW 1/4, ..SE 1/4, SE 1/4, SECTION 1O, TWP, -23N., ...RGE SE., W.AAS �., . a =� a 3 V W O` CO a) $° oo 9— ewe- aoom w z c°C� a � � z Ln o ° h 4 RIM 4t54:9� 4�l&1 I S.%& 16 O Z �'`� j D! � w Q a; 44D A_..._.. _ .__. > ........ ..... __......... _........... �. ................. ............_......<. ..._... _..... ........_ 4MOS 8 IE 432�:�9' t!.N) .._....... __ . _.. __ . _ _ _ ................ 4 b 0 44.1< 11 Top IE 44t�8 (inl) ... _._....._._. _. 44x01 fo I£ 4�4i -es (ovr) PROFXE SCALE o w o 0 1 = HOIRIZONT "cam o C 450 Q \ rf � >>' W a 1= 4'VER77CAL a U U n `�' £XIS7lWG GROUND PROPOSED F7N /SH GRADE 4 h w aw Ec. A r 7�3� Ec. A r rrn _ � tl U - -- - - -- v, w w n a a m A 0 _..........SW 1/4, ..SE 1/4, SE 1/4, SECTION 1O, TWP, -23N., ...RGE SE., W.AAS �., �� - _ ._ a r v�. O` $° oo 9— ewe- aoom w hW a z o ° h 4 RIM 4t54:9� 4�l&1 I S.%& 16 O Z �'`� j 7 0' lE 4•13�3�4- (IN) 44,E 91 48a 99 RIM 4&6w� 7o- lE #0 x4+ (OUT) 44181 OUTSIDE DROP SE 124 TH S TREET 2 o w 44D A_..._.. _ .__. > ........ ..... __......... _........... �. ................. ............_......<. ..._... _..... ........_ 4MOS 8 IE 432�:�9' t!.N) .._....... __ . _.. __ . _ _ _ ................ 4 0 44.1< 11 Top IE 44t�8 (inl) ... _._....._._. _. 44x01 fo I£ 4�4i -es (ovr) PROFXE SCALE o w 1 = HOIRIZONT "cam o C � O rf � >>' W a 1= 4'VER77CAL � Q U U Z `�' £XIS7lWG GROUND PROPOSED F7N /SH GRADE 4 h w aw Ec. A r 7�3� Ec. A r rrn _ � tl U - -- - - -- ca O` $° w hW a h 4 j 4 rf � a N Z `�' aw L 5+ 00 SEE PL A N S'HEE T 1'8 ROLL 2 0,� L ',4 k as 4. (3 k �w X �•. ty W Q) " III r 999 o a a l �k A V b I�' b ASSOCIATES 12112 115th Ave. NE Kkberid, WA 96034 -8923 425.821.8448 X1.25.821.3481 fax 800.488.0756 IoM free vwww.bisdaswc.com �o V� y O � � 2 V � O V y �Q GERALD F. B!gi Alter PROJ�.'!' MM, GM PRWW � R RED'= S G MWM PE PEIOJW R(GEM rEFFERY L 00K ASLA P[�N= LiN A>�CEWT FIRST' SAL DATE: 4/14/04 SCALE: BM:1 --40' TM.: I m64' �l s 0 z�, O �w w 0 37359 'V c4 C1STB� G1 `r�ONAL �� 5 EXPIRES ii/15/05�� ~ g SI'AW NOT vlmn 0 UN= SIGNED AND DAT® � SS J08 NO. 0 lm 15� C) zoos TMAO ASSOGATES 1___ __1� sca►1Nil1I�MAM'►�! i�• � ''G'3 � �,$ �a � 4) 0 o �N C) r Is 11r) e I I � M u 0 i . 3�- 0 It vi ca (3V LLJ cr U- 0 CD a U U i . 3�- 0 It vi ca (3V LLJ 01� z l-a: mc': CD a U U Of Q Ld Q- (n V) cn Of ui �i;-- -< CD Li qt �qt 0 C) C-) V) LLI ir- F— C-D CN 04 ii ck-- CD < Z: Ld Ui L) C) m 0 i . 3�- 0 It "p #4 ... ...... ........... ............ 470 ROW . ....... ............ 460 ....... ..... ... . ............ ...... V .+u 450 .. ... ...... .... ......... ........ ... ..................... . ..... . ..................... ........... SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWR 23N., RGE 5E., W.M. RIM -466-0& 4MM RIM 1E 44&" (OUT) 44&98 4" 77 8 ............. ... . .... ... ......... ...... ............. 02 0 tr-- 'd A -V A AA A A A-& 6- IE 44&69 (IN) 44 AL 08 419M 41 17+00 . ........ ..... A— Pvc s-*ees& a aue 16+00 15+00 14+00 13+00 SEE PLAN SHEET 20 ROLL 0,,� 54" fIA7TOP M 4&f.-CF& 461M 8m 1E (IN) 44& 06 Z 54" n At 7TTTOTP 8" AE 44&4& (OUT) 44SM mm -060.-f& 44WLW 8" 1E 4#+6-PL (IN) 44&W 8" IE -444.4iL (OUT) 44913 &Wd J6.L4'p FLA Trop .......... .......... ...... ....... ............ ...... ..... .... . .... . .. . ...................... ...................... RM oft fe wig 8" IE 0 0 0.-d a (IN) 444M 100 IE 44*00 (OUT) 444,68 12+00 Ft 2 1F 87 470 U O +N j� 03 L, L j S•3/8727 AS— CONSTRUCTED PLANS (SEE SHEET I FOR STA MMEN T) Lu � v� LL 00 a� �c LM L YJ cc Yb TRLAD ASSOCIATES 12112 115th Ave, NE Kkki", WA 99034•49923 425.821.8448 425.821.3481 fax 800.4e8.0756 IoN free www.Vindessm.com Q I 1�j y O OUSc ti � � 2 V �O :t 1► (3 z loft- vi ca (3V LLJ 01� z l-a: mc': a U U Q- (n V) qt �qt 0 C) LLI ir- CN 04 CD Ld Ui L) C) m 0 0 V) 04 LLJ 0 Z 0 LJ W) 0 Of La&1 Li 01 w') ho "K Q C4%4 Z "p #4 ... ...... ........... ............ 470 ROW . ....... ............ 460 ....... ..... ... . ............ ...... V .+u 450 .. ... ...... .... ......... ........ ... ..................... . ..... . ..................... ........... SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWR 23N., RGE 5E., W.M. RIM -466-0& 4MM RIM 1E 44&" (OUT) 44&98 4" 77 8 ............. ... . .... ... ......... ...... ............. 02 0 tr-- 'd A -V A AA A A A-& 6- IE 44&69 (IN) 44 AL 08 419M 41 17+00 . ........ ..... A— Pvc s-*ees& a aue 16+00 15+00 14+00 13+00 SEE PLAN SHEET 20 ROLL 0,,� 54" fIA7TOP M 4&f.-CF& 461M 8m 1E (IN) 44& 06 Z 54" n At 7TTTOTP 8" AE 44&4& (OUT) 44SM mm -060.-f& 44WLW 8" 1E 4#+6-PL (IN) 44&W 8" IE -444.4iL (OUT) 44913 &Wd J6.L4'p FLA Trop .......... .......... ...... ....... ............ ...... ..... .... . .... . .. . ...................... ...................... RM oft fe wig 8" IE 0 0 0.-d a (IN) 444M 100 IE 44*00 (OUT) 444,68 12+00 Ft 2 1F 87 470 U O +N j� 03 L, L j S•3/8727 AS— CONSTRUCTED PLANS (SEE SHEET I FOR STA MMEN T) Lu � v� LL 00 a� �c LM L YJ cc Yb TRLAD ASSOCIATES 12112 115th Ave, NE Kkki", WA 99034•49923 425.821.8448 425.821.3481 fax 800.4e8.0756 IoN free www.Vindessm.com Q I 1�j y O OUSc ti � � 2 V �O :t 1► (3 z loft- vi (3V 5- co WAq 01� z l-a: LL a 0 K 3 3a a BAR - pahAPROMA U FM SUBMMAL DATE: 4114104 SCALE: 8=2-'10-40' =•:1 =4' l� (3V 5- co WAq 01� z l-a: 37359 '9JONAL EXPIRES 11/15/05 STAU NOT VAUD UNUSS SIGNED AND DATKD ss AB NO. O1=159 SEW No. ZBa33 ills C2005 TRIAD ASSOCIATES, 1 -1 1 .Aw47-B .. Z7 3 /46 7.7 7 46 40 CJ 000 0 *3 � t1i q s O Z wo ROLL 20.. 88, ►r i, �- 3�e4 72Q r S F S C1 x b a � �N a x o rJ a C� W) VW u 0 w � 1% LLJ (D (If C/-) Lj_j a_ L.Li ::D Q w C) CD >- orf (.c) < ,Nd- V) 0 I).-- Q lb U �o OD < y � j N I W FYI L) LAJ U uj e � LMLI LMLI z VW u 0 w � 1% LLJ (D (If C/-) Lj_j a_ L.Li ::D Q w C) CD >- orf (.c) < ,Nd- V) 0 I).-- Q lb U . ............... ............................... .................... ......................... ......... 490 .................................. 480 ........... ................ SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. .. . .. . ............._...... t._....._.._. ._.._..__._...._..__._..._.._.. TRACT M ("NT-VSF-DRIVEWAY) SEE SHEET 17A FOR PROME 2.00 .. . .... . ....... . .. . ........ . . . ....... . ... ........ ........... ................. . .. . ..... Q0S77NG ATC TW) . ....... . LL aoow .......... . ........... ........ ............... ......... ........... .......... W-a'At p vc. s-*~ SEE SWET30 F:OR .. ... ................ .. ........... 126--a- pvc s_-.*q9s&a0 ow PROFILE aom RfiW 47&20 pvc I.SSWH 27 14Y-80 PVC Sszo�16 8* IE 46&-;R# (IN) 4MOO 8- SSUH 26 RIM 4 PLA ff ............. - .......... ................ ...... ........ .... ........ ................. aiiiW ................ .... ........... I .......... ...... ............................... ................................................ ............ .................................... 0 ........... ....................... ..................... .......... .................................. 8- IE 4ft#+ (UIT) 4MW ................ .................. . ..... .16 IE 45&-Rf (IN) ..46&.42 ................ 0-819 PVC R#d 00&.Fg 476.00 ..................................... .......................... ................................................... ............ IE 4".4+ (OUT) 46&J2 103 SSMH 22 8 PW 8" IE 4*A4& (IN) 4OZ62 32�-8 RIM MM 21 477.48 8- IE 4&P-L %W (OUT) 467 .52 s-*~ a ow RIM 4izik" 4*77.35 it?" IE 46&,-99 (IN) 467.12 20 6- IE *&.:§F (IN) 0&.M 8'0 IE 46&AW (OUT) W?`. 02 RIM +AP.4& 47226 IE $66-00 (OUT) 46&28 8 RAW 4%76.-W 8 0 JE 4&S.-6& (IN) 4ed5J 19 17 8- IE 46&-#& (OUT) 4M43 RIM 4N.06 471.07 8 IE 46&0& (OU T) 409.26 RIM 49P.60 47230 8" IE •6+8& (N) 461M 460 ......... ......................................... 8' (IN) .4"05 ................. ................. 8'0 IE 4 66A M OUT 4dU M ........... ............. .............. ........................ .................. ................................ ............................ ....... ............................ ................... ............. ......................................... ....................................... ...................... .................. .............................. ............. ................................. ............. ......................... ................................... ...................................................... ............................................................. . ...... ..................................................... ...... ....................................................... ........................... ............................... ... 8- IE 4".4& (OUT) 46Z95 ................................................. PR ORLE SCALE ........... ..... ................. .................... .................................. ................. ....................................... ............ ........ . ...... ........................... .............. ..................................... ............................................... ........... ................................................. ......... I apm 40P HORIZON ....... .... ................... ....................... ....... ............................... ................... ............................................................. ............ 4 ..... T ................ ................ ....... ......... .......................... ................................ .................................. ........................... ................... .............................. ........... ................................................. ........................................... ........ 1,0= 4# V"77CAL 146 TH COUR T SE 490 _1480 470 w I -vww 11COMAJ J_rw "UU o+UU 6+00 7+00 8+00 SEE AA N SHEE TS 18 A ND 19 s- 3/8729 ROLL 20.E 289 AS— CONSTRUCTED PLANS (SEE SHEET I FOR S TA MMEN T) 3: Iftwo LLA LL 0 oc � CL L - �Ltj LAJ 0) W14% slift ct at Z tD TRLAD ASSOCIATES 12112 115th Ave. NE KMftnd, WA 98034-8923 425. 821-8"8 425.821.3481 fax 800.488,0756 WN hve ;t I lo? (3 �o �i < y � j y W W L) LAJ U uj V � LMLI LMLI z oll (I w 0 left ;t O o- V) (n Ch LLI cri CN 04 0 o CD r- Lo 0, Ld (-) LLJ c) U) m Q) 0 o 0 __1 o cl: (A IN Z LLJ V) 0 Z 0 UJ o 0 cr en coq 0 U Of LLJ Lz Q_ u W) 3 cr_ 2 LLJ C,4 lo� V) (L ho . ............... ............................... .................... ......................... ......... 490 .................................. 480 ........... ................ SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. .. . .. . ............._...... t._....._.._. ._.._..__._...._..__._..._.._.. TRACT M ("NT-VSF-DRIVEWAY) SEE SHEET 17A FOR PROME 2.00 .. . .... . ....... . .. . ........ . . . ....... . ... ........ ........... ................. . .. . ..... Q0S77NG ATC TW) . ....... . LL aoow .......... . ........... ........ ............... ......... ........... .......... W-a'At p vc. s-*~ SEE SWET30 F:OR .. ... ................ .. ........... 126--a- pvc s_-.*q9s&a0 ow PROFILE aom RfiW 47&20 pvc I.SSWH 27 14Y-80 PVC Sszo�16 8* IE 46&-;R# (IN) 4MOO 8- SSUH 26 RIM 4 PLA ff ............. - .......... ................ ...... ........ .... ........ ................. aiiiW ................ .... ........... I .......... ...... ............................... ................................................ ............ .................................... 0 ........... ....................... ..................... .......... .................................. 8- IE 4ft#+ (UIT) 4MW ................ .................. . ..... .16 IE 45&-Rf (IN) ..46&.42 ................ 0-819 PVC R#d 00&.Fg 476.00 ..................................... .......................... ................................................... ............ IE 4".4+ (OUT) 46&J2 103 SSMH 22 8 PW 8" IE 4*A4& (IN) 4OZ62 32�-8 RIM MM 21 477.48 8- IE 4&P-L %W (OUT) 467 .52 s-*~ a ow RIM 4izik" 4*77.35 it?" IE 46&,-99 (IN) 467.12 20 6- IE *&.:§F (IN) 0&.M 8'0 IE 46&AW (OUT) W?`. 02 RIM +AP.4& 47226 IE $66-00 (OUT) 46&28 8 RAW 4%76.-W 8 0 JE 4&S.-6& (IN) 4ed5J 19 17 8- IE 46&-#& (OUT) 4M43 RIM 4N.06 471.07 8 IE 46&0& (OU T) 409.26 RIM 49P.60 47230 8" IE •6+8& (N) 461M 460 ......... ......................................... 8' (IN) .4"05 ................. ................. 8'0 IE 4 66A M OUT 4dU M ........... ............. .............. ........................ .................. ................................ ............................ ....... ............................ ................... ............. ......................................... ....................................... ...................... .................. .............................. ............. ................................. ............. ......................... ................................... ...................................................... ............................................................. . ...... ..................................................... ...... ....................................................... ........................... ............................... ... 8- IE 4".4& (OUT) 46Z95 ................................................. PR ORLE SCALE ........... ..... ................. .................... .................................. ................. ....................................... ............ ........ . ...... ........................... .............. ..................................... ............................................... ........... ................................................. ......... I apm 40P HORIZON ....... .... ................... ....................... ....... ............................... ................... ............................................................. ............ 4 ..... T ................ ................ ....... ......... .......................... ................................ .................................. ........................... ................... .............................. ........... ................................................. ........................................... ........ 1,0= 4# V"77CAL 146 TH COUR T SE 490 _1480 470 w I -vww 11COMAJ J_rw "UU o+UU 6+00 7+00 8+00 SEE AA N SHEE TS 18 A ND 19 s- 3/8729 ROLL 20.E 289 AS— CONSTRUCTED PLANS (SEE SHEET I FOR S TA MMEN T) 3: Iftwo LLA LL 0 oc � CL L - �Ltj LAJ 0) W14% slift ct at Z tD TRLAD ASSOCIATES 12112 115th Ave. NE KMftnd, WA 98034-8923 425. 821-8"8 425.821.3481 fax 800.488,0756 WN hve ;t I lo? (3 64 111 ra � v v zi I 13 GOTALD F. @yg& M29 FIRM MMAM AKW A. MR%Vt ftS PRM SUMOR REREM4 I CUSW4N, FIE PRWM WGUM AWMY L MK ASWA PBWM IANDSM ARCHITECT FM SUMMAL DATE: 4114104 S=* cj wA s G�, 37359 "ONA EXPIRES 11 /15M5____] STAMP NOT VALID UNIT SIGNED AND DATED o SS JOB No. 01459�� 3um 11M. 2833 Is C) 2005 MAD ASSOCIATES I _L I I ip WX 1106 jd)V :r 3/1s72 9 if 6 rn et N O 4 4 �o �i y � j V � O 0 left ;t O 64 111 ra � v v zi I 13 GOTALD F. @yg& M29 FIRM MMAM AKW A. MR%Vt ftS PRM SUMOR REREM4 I CUSW4N, FIE PRWM WGUM AWMY L MK ASWA PBWM IANDSM ARCHITECT FM SUMMAL DATE: 4114104 S=* cj wA s G�, 37359 "ONA EXPIRES 11 /15M5____] STAMP NOT VALID UNIT SIGNED AND DATED o SS JOB No. 01459�� 3um 11M. 2833 Is C) 2005 MAD ASSOCIATES I _L I I ip WX 1106 jd)V :r 3/1s72 9 if 6 rn et N O 4 4 O O 0. wp ROLL 202 ?0::? a "S 3 / I I 4 4 ®RR v 4 0 Q w � W �- iz a W a z SSMH 28 RIM 4 r36 476.20 aC s LA- 8' lE 46@r" (OUT) 469t90 0 PROIf]'LE SCALE Y fi" /E 46&3 (IN) 46917 � W HORIZON TA �R o � 9 a m m er Z ®RR v 4 0 Q w � W �- iz a W a z SSMH 28 RIM 4 r36 476.20 aC s LA- 8' lE 46@r" (OUT) 469t90 0 PROIf]'LE SCALE Y X A LLJ ._..J L1-- c ch-, .--•. CD f2 CJ �---- � Q Z Wz� rr Z ~ .Q Q ql q 510 ........................................... ,................................................................. ....._................................................................. . ............................................................. .............................................................. ................................................... ........................... ........... . lam/ I A ✓ 2 v i 4 PROPOSED FUTURE ....................................................................................... ............................... FINISH GRADE o .......................................................... ............................... ¢ ( i ............... . II � r� } 1, ROCKERY ....................................................................................................... ............................... W�1l.L ..._........ ................ ......................... ............................... ................._.... i J r E)OS77NG Grou / .............................................................:.............................. ............................... ...........AT TYP / J, 1°iROIP SED FlNISH GRADE A T 8 7-M ci 490 .............................. ........................._....- ............. ........... .... .... ............. END ,ASP AL T V *IcAEET LIGHTING ✓ REQUIRED �g r ................................................. ....,;, + ..... .. M ................ ............ . o pn + i + / 0 / $W -0K ....... ............ _ .................... ... _. h ....... _... ........... ............ ........... . -....... .. .. ............................. ....................... 16 . �- X a 6 CA SSMH 28 RIM 4 r36 476.20 aC s r 8' lE 46@r" (OUT) 469t90 PROIf]'LE SCALE Y fi" /E 46&3 (IN) 46917 � W HORIZON TA rn o � w a m m er Z c�a Fl - A r ir /TrD c, w r r 7 7vn � aWc Of cc Iz cl- Q 0 C) 0 w Q o n cn w w O W 0 Q O 0 O H N Z r' V) Z p O � (n o U OU ir Q a a v 3 p W �o a� N Z 4 4i 510 ........................................... ,................................................................. ....._................................................................. . ............................................................. .............................................................. ................................................... ........................... ........... . lam/ I A ✓ 2 v i 4 PROPOSED FUTURE ....................................................................................... ............................... FINISH GRADE o .......................................................... ............................... ¢ ( i ............... . II � r� } 1, ROCKERY ....................................................................................................... ............................... W�1l.L ..._........ ................ ......................... ............................... ................._.... i J r E)OS77NG Grou / .............................................................:.............................. ............................... ...........AT TYP / J, 1°iROIP SED FlNISH GRADE A T 8 7-M ci 490 .............................. ........................._....- ............. ........... .... .... ............. END ,ASP AL T V *IcAEET LIGHTING ✓ REQUIRED �g r ................................................. ....,;, + ..... .. M ................ ............ . o pn + i + / 0 / $W -0K ....... ............ _ .................... ... _. h ....... _... ........... ............ ........... . -....... .. .. ............................. ....................... 16 . b ►'7 470 ........ ............................... -8 PVC © / _ ............................. / SSMH 28 RIM 4 r36 476.20 8" /E 469`99 (IN) 469M 8" lE 468 -90 (OUT) 40129 8 IE -ks&-.t4 (IN) 469L ........... r 8' lE 46@r" (OUT) 469t90 PROIf]'LE SCALE : ............................... ...................... .........._ ............: fi" /E 46&3 (IN) 46917 b ►'7 470 ........ ............................... -8 PVC © oo S� SSW 29 RIM 47189 SSMH 28 RIM 4 r36 476.20 8" /E 469`99 (IN) 469M 8" lE 468 -90 (OUT) 40129 8 IE -ks&-.t4 (IN) 469L ........... rn 8' lE 46@r" (OUT) 469t90 PROIf]'LE SCALE : ............................... ...................... .........._ ............: fi" /E 46&3 (IN) 46917 HORIZON TA rn o � = 4' VfRncAc TRACT N er EX /STING GROUND PROPOSED FINISH GRADE Fl - A r ir /TrD c, w r r 7 7vn b ►'7 ►� © oo O r. tr rn rn o � o t1 er 40 a SEE PL A N SHEE T 19 SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., iRGE 5E., W.M. "A ........................ ............................... ................................ ........♦......................................... ........ ............. .... ..... ............................... . ?........_.....� ...... ..............................5 U LW �i U .. ............................... 480 .....PROPOSED f�IwsH _ ... ............... . .................. �. ^ ADE AT C / EAIS77NG GROUND ^ / \ •F AT TYP 2 �% " .................................................. ......<........................ 101 _8 p yC 47 a 40 _8 P1�C S� SEE SHEET 28 FOR 5$�BAi6l9� Q,1 146TH CT PROf7LE a ssco Rltil 4,�9.04 47afS 8" IE 469 -Ag (OUT) 471.41 RIM •4FE: -3A• 476.20 8" IE 46&4+ (IN) 469.00 r ........................8 lE 4�686 (PUT) 48190 ..... p...................... ........................................ 6 " IE 46 ff (IN) 489.17 RIM 4A&94 476.20 ......... 8" IE 469!•60 (IN) 469L 36 8' /E 46&.9# (OUT) 46&28 PROFILE SCALE = HOMMA Nr TRACT M I'v= 4' VERTICAL EXISnNG GROUND PROPOSED f7NISH GRADE FL A ir TW r7i e r m trwo 0 C �C 7+00 2+00 SEE PL N SHEE T 19 5-3873/ ROLL 2 0,� I,F Ft 2 _ ........ _ ..... r_ .. .......... .. ............... ..... _„ ........... ..................... .......... i PRAPOS£D nNISH GRADE 490 ......�_... - o,� C OFF P►PE TYP i MSE WALL i i : 1 480 .................... .................................................. ................................. r f EVS77NG GROUN) 0 C OF PIPE - (TYP) 3 I s I i ✓ f r ao(W2 6 VC .fIB69� 4 8 r P 470 J SSWH MM +A*-#& 47x.)'1 80 IE fir. t* 471.19 4" 76 RIM 40+0& 20' -20" STErL CASING PIPE GR--B 0.33 INCH THICK 470t 70 8 IE 4FFiS3 (IN) NON-COATED) CONTRACTOR TO DETERMINE REQUIRED SIZE 47CR80 8" IE 3 (OUT) AND PIPE SUPPORT. PLACE SPACERS ON 7HE SEWERLINE AND FILL THE SLEEVE W 7H SAND. ............................. _.......................... PROFILE SCALE 1 HORIAMW X60 ......................... = ..4' v�nc�t ..................; SE 124 TH S T A DJA CEN T .SE WER SEE PL A N SHEE T 17 AS- CONSTRUCTED PLANS (SEE SHEET I FOR STATEMENT) 3� 1■• W� va L� a� Z oc W �. Q I� TRLAD ASSOCIATES 12112 115th Ave. NE Kirkland, WA 98034-0923 425.821.8448 425.821.3481 fax $00.488.0756 IoM free www_k*dsswc.00rm �o V� y � j � � 2 V � O v y O Z :~ Q w a x o a a A GIM" F. A" Anv Now Nam MW A "Non as MMEM SUMOR REECCA 9 9191UAlK Plr NNW MiGIMM rRWM 1ANDSM ARcHffcr FIRST SUBMI'PI'AL DATE: 4114104 SCALE: �: 1-40' TlW.:1 "= 4" tj 0 G S WA s tr`r�S+ •7 7 art � 37359 �Vw TONAL EXPIRES 11/15/05, ~ F SI'AYP NOT YAIID 1JNI843 SIGNED AND DATED ss J0e "°. 01=159_�, MM"° 33� 1 0 C)2005 MAO ASSOCIATES 1 1 1 1 � $ S .did' a' scaWo MAY 112006 1. u :,r r7J ' V a�a 0 � b 0 C" 4 z CL a W a' x s s I� v 0 Q z LjJ 1y W O w z z < Q V) W � O M IE 2 0 F 6 r AI/N. 6 ` ANN. TYPICAL 2" MIN. �NHE 6" MIN. ONE LENGTH OF DUCTILE IRAN "TEE PIPE CLASS 50) TO SOLID 112 PLUG AS DAM T. -`.= = :, BEARING WHEN SPAN IS MORE THAN 4: I f FLEXIBLE ./DINT BACl'CFlLL WI114 COMPACTED MA TER/AL I .. A EC RETED BY 6 MIN. ENGINEER. CEMENT CONCRETE CLASS C POURED IN PLACE 90' BEND ' TYTON U -651 TYPICAL MANHOLE /x -` FOUNDA naV COIVSMUC71ON CONCRETE ENCASED DROP CONNEC TION NOT TO SCALE RAISE -112- ' ,• ORES SPACED - 3 4" TED- HE i 2' _ f PLUG TO BE SEALED IN SAME MANNER AS = _ = =:&J MAIN SEWER "NTS SW 1/4, SE 1/49 SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. SEE DETAIL 5.1.4. 16" 25" AD.VS7NENT (4" MIN.) 12" MAX. I r CANE r • 21 ,.- MOIRTAR JOINTS - 4" MIN. 4" STEPS SHALL ! 6 -1/2"__1 7' MIN. Jar CONCRE -7F RISE OR APPROVED 12" (TYP) a DIMENSION CLASS A CLASS B a (SEE NOTE 6) • Q 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. FOUNDA 1TON LEVEL 2 HAND TAMP UNDER HAUNCHES A B ,3 COMPACT BEDDING MATER /AL TO 95.5 MAX. DENSITY EXCEPT QIRECTZ Y OVER PIPE. 4 ,Jim, CLASS F A ' ai cy N W LA DER -STD. ALUMINUM r Q HAND TAMP ONL Y "z r.. ZERO ' OR GALVANIZED STEEL MORTAR 1/2 ©.D. BEDDING FOR RIGID PIPE OF THE STANDARD SPECIFICTA77ONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE � a -- ♦ FILLET w ZI a. CONCRETE SHELF o ' ' r PRECAST BASE SEC71ON OR CAST IN SHELF. 6" MIN. xxx a 6" MIN. N. m SANITARY SEWER MANHOLES SHALL HAVE ......................... . ........................ ......................... ALL INTERIOR SURFACES, INCLUDING CHANNELING, COA TED (SEALED) 117H A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED 4 EQUAL; COLOR OF COA 71NG SHALL BE NH/ 7E: ......................... ......... ......... MANHOLE T YPICAL DETAIL NOT TO SCALE CITY OF RENTON DWG NAME. BR28 SP PAGE. 8071 W (SEE NOTE 4) . ....... ........ ....... ........ r • r TeAr- • • •. •,••••••••1!z , ••,1 „ •••••••,•••, •,••11••••• •• ♦ •• .. • •,•• •• •• •• • •• •se •1•• ......................... .. ....................... SW 1/4, SE 1/49 SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. SEE DETAIL 5.1.4. 16" 25" AD.VS7NENT (4" MIN.) 12" MAX. I r CANE r • 21 ,.- MOIRTAR JOINTS - 4" MIN. 4" STEPS SHALL ! 6 -1/2"__1 7' MIN. Jar CONCRE -7F RISE OR APPROVED 12" (TYP) I,• BEDDING FAR FLEXIBLE PIPE LIMITS OF PIPE ZONE b , a DIMENSION CLASS A CLASS B a (SEE NOTE 6) • Q 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. FOUNDA 1TON LEVEL 2 HAND TAMP UNDER HAUNCHES A B ,3 COMPACT BEDDING MATER /AL TO 95.5 MAX. DENSITY EXCEPT QIRECTZ Y OVER PIPE. 4 MAX. PIPE S12E - 210 I.D. CLASS F A ' ai cy N W LA DER -STD. ALUMINUM r Q HAND TAMP ONL Y "z r.. ZERO ' OR GALVANIZED STEEL MORTAR 1/2 ©.D. BEDDING FOR RIGID PIPE OF THE STANDARD SPECIFICTA77ONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE rz -- FILLET w ZI a. CONCRETE SHELF o ' ' r PRECAST BASE SEC71ON OR CAST IN SHELF. 6" MIN. o- o- o- a 6" MIN. N. m SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COA TED (SEALED) 117H A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED 4 EQUAL; COLOR OF COA 71NG SHALL BE NH/ 7E: SANITARY MANHOLE T YPICAL DETAIL NOT TO SCALE CITY OF RENTON DWG NAME. BR28 SP PAGE. 8071 W (SEE NOTE 4) I,• BEDDING FAR FLEXIBLE PIPE LIMITS OF PIPE ZONE b , a DIMENSION CLASS A CLASS B a (SEE NOTE 6) • Q 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. FOUNDA 1TON LEVEL 2 HAND TAMP UNDER HAUNCHES A B ,3 COMPACT BEDDING MATER /AL TO 95.5 MAX. DENSITY EXCEPT QIRECTZ Y OVER PIPE. 4 C CLASS F A 4" HMI. 114 /.D. 12" MAX. ai cy N W a Q HAND TAMP ONL Y "z r.. ZERO QD. C: ICLA$S B. C, D. DIES/GNJ A SEE "EXCAVA77ON AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION 1/2 ©.D. BEDDING FOR RIGID PIPE OF THE STANDARD SPECIFICTA77ONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE rz -- w w ZI ZONE WILL BE 714E ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A >_ a 0 a DIMENSION CLASS A CLASS B 0° CLASS D CLASS F A 4" HMI. 114 /.D. 12" MAX. » + W a Q 1/4 QD. 1/2 Q.D. i/b QD. ZERO QD. C: 3/4 aD. 1/2 ©.D. 1/1! QD. rz -- ZI 0 a 4 n BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -112 L D. + 18 '. 5. TRENCH BACKFILL SHALL CONFORM TO "BACKF/LLING SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIF7cA 170NS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MA TER/AL. 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICA 77ONS FOR THE MA TERIAL SPEC /FICA 77ONS 7 SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICA 7)ON FOR THE MATERIAL SPECInCA 110NS. 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAIN TAINED. C-4 +� A = 4" MIN. 27" 1. D. AND UNDER O w h 6" MIN. OVER 27" I.D. M PIPE BE z� DDING FOR SA NI TA R Y SE WERS C) �Z O_ NOT TO SCALE CITY OF RENTON DWG. NAME- BW18C 0 V) SP PAGE: 8077 l EW O © Ix E CL 0 cx ho � a h� 4 W Z r- N -- I- --112" WE8 8 PL. ND OR 10" PVC " STEEL CASING NOTE: THE CASNVC PIPE SHALL BE SMOOTH STEEL, BARE PIPE; 0.375 NVCH M4NVIM w WALL n#cn&=Aw cAI/PL Y N17H AST'/ A139. GRADE Cr IMTH A MMAMII N STEEL WELD OF 3K Oa0 PSI: TO SIPPOR T 7HE PFE NVSyDIE THE CASIN& PPE SLIDE'S OR 4 4px4" TREATED 7MMUS W H STANWEW STEEL STRAPS SHALL BE USED 717 MANVTANV VERTICAL AND HORIZONTAL ALIGNMENT. AFTER NYSTALLA710N OF THE PIPE NV THE CAS NO IS COMPLETE; SAMD SHALL BIE 6LONN NVT» CASWIK'• AAV THE ETHOS OF TIRE CASWMG SHALL BE GROUTED, PIPE "SING DETAIL NOT TO SCALE 24"x 6" FRAME AND UP PER DRAWING 8829. :- 4' MIN. TC 12" MAX. 24 7 r 13 4m!-- a 54& rt d 4 r► • n 4 4 • •' 6" NO E&- I. STEPS TO BE 314' 0 DEFORMED BAR GAL VA/WZED SAFETY STEEPS OR EQUAL. 2. STEPS ARE 70 BE IN PLACE BEFORE MANHOLE SEC71ONS ARE INSTALLED. .1 CASTING TO BE PER DRAWING BR29. 4. MANHOLE .SECTIONS TO BE OF REINFORCED PRECAST CONCRETE: 5. OPEIVING SHOULD BE ON DOWKSIREAM SIDE 6. ALL .JOINTS SHALL BE GROUTED. Z SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES. INCLUDING CHANNELING. COATED (SEALED) WITH A HIGH SOLIDS URETHANE COIA 77NG; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COA T7NG SHALL BE *07E TE: a RUBBER GASKETED "NTS SHALL BE IN CONFORMANCE WITH ASTXI C -441 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 314 THE INSIDE DIAMETER OF THE LARGEST PIPE. 1 D. COIIVNEC7101NS TD MANHOLE SHALL BE MADE USING GI''K ADAPTOR. KOR -N -SEAL BOOTS OR APPROVED EQUAL. SAN/TAR Y 54" MANHOLE FL T TOP T YPICAL DETAIL NOT TO SCALE 1 2" x 3" x 318" NON -SKID PATTERN CITY OF RENTON DWC NAME. BR37 SP PAGE: 8072 S"Ti1RY S'1Er /MOffi A� 7f.AI: 1. ALL WORK MA 7MALS SHALL BE IN CONFORMANCE W 7H THE STANDARDS AND SPfaniCAAtWS OF THE C1 TY OF RENTON AND THE LA TEST EDi71ON OF THE NSDOT IAPWA STANDARDS AND SPEaFJCA nONS 2. THE HOURS OF W WK IN THE STREET RIGHT - -OF -WAY SHALL BE LIMITED TO � TRLAD 3 0 ALAI TO 3 . 3 0 PAT ON W E E K D A Y S U A R E S S O T H E R M S E A P P R O V E D IN A S S O C I A T E S MR/71NG BY n i TRANSPORTAITON DOWSION AT 277 -6222. ALL STREET CLOSURES. SPAR 77AL OR F Mi , SHALL BE APEPRO WM BY W 7RANS•0:09 TA VON DIWSI01V 24 HOURS IN ADVANCE THE POLICE` DEPARTMENT. ,FIRE DEPARTMENT. AND 911 SHALL BE NONIED 24 HOURS 92112 1151h Ave. NE IN AD VAJNGE : KiNw dl, WA 98034$923 .3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WTH THE '.STANDARD 425.821.8448 SPEanCA TTONS FOR MUNICIPAL PUBLIC MOCKS CONS7RUCT10Nr PREPARED 425.821.3481 fox BY WASHINGTON STATE CHAPTER AMERICAN PUeLOC *MKS ASSOCIAnON, LATEST ED 7700V ('APWA) AM CITY OF RENTON STANDARD SPEO FMA MMIS � '� 07� � Free 4. ALL LOCH 7TOMVS OF EXISTING U71,171ES SHOWV ARE APPROAWA TF AND IT SHALL SE 7HE CONTRACTCaM7''S IQE9PONS0LIT'Y TO WRIFY 714E TRUE AND CORRECT L OCA 71ON SO AS' TO A VOID DAMAGE OR DIST URSANCIE 5. A PRECONSTRVVIOiIN CONFERENCE AND A 24 -HOUR N0710E SMALL BE REQUIRED PRAM 717 STARW NEW C ONSTRUC 17ON IT SINALL BE THE CONTRACTOR'S RESPONSIENUTY 70 SECURE ALL NECESSARY P~rS POWOR TO STARTING CQVSTRUCnC WSa'ECITCW WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON) IT SHALL BE THE CONTRACTOR'S RESPONSaUTY 70 NOTIFY THE CITY OVS°EC70R 24 HOURS IN ADVANCE OF 9ACl gXLAVG ALL CONSTRUCTION. +Z_` 6 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF' CONS7RUC?70N AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CQNSTRUC 7XW SIZE, 7 IT SHALL @E THE RIESPONSYBQ J TY OF 7W CON TRA C TOIR 701 OBTAIN STREET USE AND ANY On*N RELAW PEWTS PR10R TO ANY CONSTRUCTION. a PLANS APPROVED BY THE CITY OF RENTON, DEVELOp'IMEN T SERW.£'S DIWSION, SI4ALL TAKE PRECEDENCE O ER ALL OTHER PLANS � (� R A COPY OF THESE APPROVED PLANS MUST BE OY THE .W SITE WHENEVER CONSTR C77aY IS TIN PROGRESS �'► 10 THE CON TRAC7OR S,YALL PROW DE THE 0 T OF RENT N WTH AN AS -BALI DRANNVG OF VILE SANITARY SEWER SYSTEM WWCH HAS 9EEN STAMPED AND Q C� SIGNED BY A LICENSED PRQE'ES9►ONAL ENGYNEER OR LICENSED �► w PROFESSIONAL S M?WE'YgR. w 11. BACIKRLL SHALL BE PLACED EQUALLY GOV BOTH 90ES OF THE PIPE IN C� U YLERS Ml T N A LOOSE A 1wERAGE DEPTH OF 6 INCHES. MAXIN/UTAC DEPTH AF 8 INC HEST THORO'JG•!L Y TAMPOW EA CH LA YER 70 95 PERCDV T OF MAXMVtJIM' DETIISITY. M-SE7 COAIPAC7.M LAYERS MUST EXTEND FOR SEE RIPE a DIAMETER ON EACH 570E OF THE PIPE OR 70 714E SIDE OF THE TRENCH. w MAMMALS 70 CQWFLETF THE FKL OVER PIPE SHALL BE THE SAME AS E 12. OPEN C'UT ROAID C�sS►NG,S FOR UnuTY TT,?EIVCIHES C>M11 Ex1ST1NG TRAVEL.EO tu I :t ROAD WA Y SHALL BE SA W 7?4 CRUSHED ROCK AND MECy' lAIWCALL Y � 4 COMPACTED. CUT S /N TO THE EXISTING ASPHALT SHALL BE NEA TUNE CUT W 7H SAW IN A CGIVIINUOUS UNE A MIAOCI ARY MIX PA TCH MUST BE Na PLACED IMANEDIA TEL Y AFTER BACKFILL AND COIN PA C 71OEN A PERMANENT � HOT MIX PA MH SHALL BE PLACED W ZT W 10 DA YS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS,Q 11 DATUM SHALL 9E a TY OF REM ]U1V, MAD 198311991 a MAO 1988 '~ 14. ALL DISTURBED AREAS 574AU BE SEEDED AND MULCHED OR OTHERMISE LIT, STABIL /ZED TO THE SA 7ISI`AC17ON OF THE DEPARTMENT FOR THE qK (� PREVENT ION OF ON -SITE EROSION AFTER THE C OMPLEnON OF CONsnwx170N �. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERTY PREPARED/~► FOUNDA 11ON IN ACCORDANCE WTH SECTION 7- Q23(1) OF THE CURRENT STATE OF WAWJVGTOIN STANDARD SPEC10CAnONS FOR ROAD AND BRIDGE CONSTRM770N THIS SHALL. INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOIM OR THE TOP OF THE OF THE FOUNDATION' MATERIAL AS HE'LL AS PLACEMENT AND COMPAC nAIV OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO 1 NA T .1 NE ETV nRE LENGTH OF THE PIPE W ILL BE !k SUPPOR TED OW A UNIFORML Y DENSE UNYIELDING BASE PPE BEDDING �C MALL BE PEA GRAVEL 6 NNhpHEtiS ABt?VE AND BELOW THE PIPE 16. SANI TAR Y SEWER PIPE SMALL BE POLYVINYL CHL OAVOC (PVC) RUBBER GASKETED A S TM 0 3034, SDR = OR DUCTILE IRAN CUSS 50. 17 IN UNIMPROVED AREASSy ADD I FOOT CONCRETE PAD AROUND RING COVER MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE RNIS WO GRADE. IN PAVED AR'EASr COWER MUST SLOPE IN ALL C DIRECTIONS TO MATCH PA WNG. CAST INTEGRAL ON TOP 26-.V8## PROPERTY LJNE 25-114'a J 24#0 o lot 3' MIN. 6 11 FUTURE _f•' 6" BUILDING SEWER PIPE - 1 _ BUILDING SEWER 1-114 -momm. 23 1 4 or TEE W17H 6 " SIDE OUTLET , J 33--1 4" 2 "x 4" S T�GIa SERVICE MARK R PAINT UPPER PORTION WHITE 1 " SEAT w ANS STENCIL. ON SIDE WOMNG WC TIM A -AA "SE-WER" 19TH 3" HIGH BLACK FRAME -L KMI COVER I'NOH -L OCKNV.�J a LETTERS AND #V MRE MRAPPED .. ,• .. - •• Q «• $ SEWER Ally BINILQNVG SEWER j jJyE TOP OF THE STUD. 1F1�lDED FOR 5/8 -11 N.C. x 1--1/4 .518 3/8" 1 3/8 A � S. S. SOC. HD. CAP SCREW (3 REQ'D.) 1/2" (TY9°) B TYPICAL NON -SKID �� '(y A RN ---- -� -- 2- 112..�� .. 4 Ill T 25 2 60" ALLOWABLE MAX. • 2" RAISED LETTERS AS t UNLESS' OTHERWSE SHOWN ON PLAN, SIDE REQ D. SEE NOTE N0.3 BELOW 1: J. 5 MIX k� FOR CAST IRON PIPE �' •�'' G SERER SHALL NAME A MINIMUM 2.5' COVER CONCRETE •{•• ! OR DUCTILE /ROW PIPE. AT PROPERTY LINE OR 3 -5' LONER THAN UNDERSIDE SHOWN FOR CLARITY BLOCKING �'� i a5 �N 81' THE LONEST HOUSE ELEVATION, MEH /CHEVER 3/4" CORE (TYP.) ON 23" B. C. i��N I�M�' GREBE IS LOMER. L AND TAP 518'o-11 N.C. 1 -112 CORE(TYP.) (LOCKING) G 2� MIN 5L ON 23 8. C. (TYP. 3 PL. ) �HORI ZON /TAL f RAAK (LO NO TES: 6 to MIN. 6"' SIDE OUTLET TEE 1 FOR NON - LOCKING USE OL YMPIC FOUNDRY N MH o. 30 OR EQUAL. I SEWER MAIN SEWER MAIN 2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 91T OR EQUAL. J. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN' ON COVER), CONCRETE BLOCKNVG ANGLE TYPFCAL AIM f f WMER ELEVATION SANITARY (SPECIFY "SEWER "), OR WA TER (SPECIFY "WA TER"). j2c TEE A T MAMI OVER ZS ELEYA TI ►ON MA HHOL E FRAME A ND COVER DE TA /L S TA NDA RD SIDE SE WER INS TA L L A TlON DE TA /L NOT TO SCALE CITY OF RENTON DWG. NAME. BR29 NOT TO SCALE CTY OF RENTON DdCr NAME: BR39 SP PAGE. 8074 SP PAGE- 0078 x•3/8732 ROLL 2 Q.� A o ' GERALD F. MX K AKP P'BOJM YEA G9 AKW A. MMG M PEGS Piwm SUMMIL AEMCCA PE P9wm Ewlam JE767 PY L. M ASLA Pew= Lu0sc P'B AKE= FWT SUIgM& XTB: 4114104 MIA VW.:NIA 1� Cp N. S ('I OT r_-� 37359 �V f S T 10VAL E EXPIRES; 11/15 M5_ sreR NOT vAID trntESs sIcM AND uetID JOB NO. 0 1 -159 7 AS=CONS UCTED PLANS 3133 (SEE SN£fT f FOR STATEMENT) 5 02005 17t1A0 ASSOCIATES SC+ANNEO MAY 112006 M �r so ca qo �N0 o X NJ BEDDING aASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" HMI. 114 /.D. 12" MAX. » + ZERO a Q 1/4 QD. 1/2 Q.D. i/b QD. ZERO QD. C: 3/4 aD. 1/2 ©.D. 1/1! QD. QD. -- BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -112 L D. + 18 '. 5. TRENCH BACKFILL SHALL CONFORM TO "BACKF/LLING SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIF7cA 170NS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MA TER/AL. 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICA 77ONS FOR THE MA TERIAL SPEC /FICA 77ONS 7 SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICA 7)ON FOR THE MATERIAL SPECInCA 110NS. 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAIN TAINED. C-4 +� A = 4" MIN. 27" 1. D. AND UNDER O w h 6" MIN. OVER 27" I.D. M PIPE BE z� DDING FOR SA NI TA R Y SE WERS C) �Z O_ NOT TO SCALE CITY OF RENTON DWG. NAME- BW18C 0 V) SP PAGE: 8077 l EW O © Ix E CL 0 cx ho � a h� 4 W Z r- N -- I- --112" WE8 8 PL. ND OR 10" PVC " STEEL CASING NOTE: THE CASNVC PIPE SHALL BE SMOOTH STEEL, BARE PIPE; 0.375 NVCH M4NVIM w WALL n#cn&=Aw cAI/PL Y N17H AST'/ A139. GRADE Cr IMTH A MMAMII N STEEL WELD OF 3K Oa0 PSI: TO SIPPOR T 7HE PFE NVSyDIE THE CASIN& PPE SLIDE'S OR 4 4px4" TREATED 7MMUS W H STANWEW STEEL STRAPS SHALL BE USED 717 MANVTANV VERTICAL AND HORIZONTAL ALIGNMENT. AFTER NYSTALLA710N OF THE PIPE NV THE CAS NO IS COMPLETE; SAMD SHALL BIE 6LONN NVT» CASWIK'• AAV THE ETHOS OF TIRE CASWMG SHALL BE GROUTED, PIPE "SING DETAIL NOT TO SCALE 24"x 6" FRAME AND UP PER DRAWING 8829. :- 4' MIN. TC 12" MAX. 24 7 r 13 4m!-- a 54& rt d 4 r► • n 4 4 • •' 6" NO E&- I. STEPS TO BE 314' 0 DEFORMED BAR GAL VA/WZED SAFETY STEEPS OR EQUAL. 2. STEPS ARE 70 BE IN PLACE BEFORE MANHOLE SEC71ONS ARE INSTALLED. .1 CASTING TO BE PER DRAWING BR29. 4. MANHOLE .SECTIONS TO BE OF REINFORCED PRECAST CONCRETE: 5. OPEIVING SHOULD BE ON DOWKSIREAM SIDE 6. ALL .JOINTS SHALL BE GROUTED. Z SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES. INCLUDING CHANNELING. COATED (SEALED) WITH A HIGH SOLIDS URETHANE COIA 77NG; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COA T7NG SHALL BE *07E TE: a RUBBER GASKETED "NTS SHALL BE IN CONFORMANCE WITH ASTXI C -441 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 314 THE INSIDE DIAMETER OF THE LARGEST PIPE. 1 D. COIIVNEC7101NS TD MANHOLE SHALL BE MADE USING GI''K ADAPTOR. KOR -N -SEAL BOOTS OR APPROVED EQUAL. SAN/TAR Y 54" MANHOLE FL T TOP T YPICAL DETAIL NOT TO SCALE 1 2" x 3" x 318" NON -SKID PATTERN CITY OF RENTON DWC NAME. BR37 SP PAGE: 8072 S"Ti1RY S'1Er /MOffi A� 7f.AI: 1. ALL WORK MA 7MALS SHALL BE IN CONFORMANCE W 7H THE STANDARDS AND SPfaniCAAtWS OF THE C1 TY OF RENTON AND THE LA TEST EDi71ON OF THE NSDOT IAPWA STANDARDS AND SPEaFJCA nONS 2. THE HOURS OF W WK IN THE STREET RIGHT - -OF -WAY SHALL BE LIMITED TO � TRLAD 3 0 ALAI TO 3 . 3 0 PAT ON W E E K D A Y S U A R E S S O T H E R M S E A P P R O V E D IN A S S O C I A T E S MR/71NG BY n i TRANSPORTAITON DOWSION AT 277 -6222. ALL STREET CLOSURES. SPAR 77AL OR F Mi , SHALL BE APEPRO WM BY W 7RANS•0:09 TA VON DIWSI01V 24 HOURS IN ADVANCE THE POLICE` DEPARTMENT. ,FIRE DEPARTMENT. AND 911 SHALL BE NONIED 24 HOURS 92112 1151h Ave. NE IN AD VAJNGE : KiNw dl, WA 98034$923 .3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WTH THE '.STANDARD 425.821.8448 SPEanCA TTONS FOR MUNICIPAL PUBLIC MOCKS CONS7RUCT10Nr PREPARED 425.821.3481 fox BY WASHINGTON STATE CHAPTER AMERICAN PUeLOC *MKS ASSOCIAnON, LATEST ED 7700V ('APWA) AM CITY OF RENTON STANDARD SPEO FMA MMIS � '� 07� � Free 4. ALL LOCH 7TOMVS OF EXISTING U71,171ES SHOWV ARE APPROAWA TF AND IT SHALL SE 7HE CONTRACTCaM7''S IQE9PONS0LIT'Y TO WRIFY 714E TRUE AND CORRECT L OCA 71ON SO AS' TO A VOID DAMAGE OR DIST URSANCIE 5. A PRECONSTRVVIOiIN CONFERENCE AND A 24 -HOUR N0710E SMALL BE REQUIRED PRAM 717 STARW NEW C ONSTRUC 17ON IT SINALL BE THE CONTRACTOR'S RESPONSIENUTY 70 SECURE ALL NECESSARY P~rS POWOR TO STARTING CQVSTRUCnC WSa'ECITCW WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON) IT SHALL BE THE CONTRACTOR'S RESPONSaUTY 70 NOTIFY THE CITY OVS°EC70R 24 HOURS IN ADVANCE OF 9ACl gXLAVG ALL CONSTRUCTION. +Z_` 6 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF' CONS7RUC?70N AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CQNSTRUC 7XW SIZE, 7 IT SHALL @E THE RIESPONSYBQ J TY OF 7W CON TRA C TOIR 701 OBTAIN STREET USE AND ANY On*N RELAW PEWTS PR10R TO ANY CONSTRUCTION. a PLANS APPROVED BY THE CITY OF RENTON, DEVELOp'IMEN T SERW.£'S DIWSION, SI4ALL TAKE PRECEDENCE O ER ALL OTHER PLANS � (� R A COPY OF THESE APPROVED PLANS MUST BE OY THE .W SITE WHENEVER CONSTR C77aY IS TIN PROGRESS �'► 10 THE CON TRAC7OR S,YALL PROW DE THE 0 T OF RENT N WTH AN AS -BALI DRANNVG OF VILE SANITARY SEWER SYSTEM WWCH HAS 9EEN STAMPED AND Q C� SIGNED BY A LICENSED PRQE'ES9►ONAL ENGYNEER OR LICENSED �► w PROFESSIONAL S M?WE'YgR. w 11. BACIKRLL SHALL BE PLACED EQUALLY GOV BOTH 90ES OF THE PIPE IN C� U YLERS Ml T N A LOOSE A 1wERAGE DEPTH OF 6 INCHES. MAXIN/UTAC DEPTH AF 8 INC HEST THORO'JG•!L Y TAMPOW EA CH LA YER 70 95 PERCDV T OF MAXMVtJIM' DETIISITY. M-SE7 COAIPAC7.M LAYERS MUST EXTEND FOR SEE RIPE a DIAMETER ON EACH 570E OF THE PIPE OR 70 714E SIDE OF THE TRENCH. w MAMMALS 70 CQWFLETF THE FKL OVER PIPE SHALL BE THE SAME AS E 12. OPEN C'UT ROAID C�sS►NG,S FOR UnuTY TT,?EIVCIHES C>M11 Ex1ST1NG TRAVEL.EO tu I :t ROAD WA Y SHALL BE SA W 7?4 CRUSHED ROCK AND MECy' lAIWCALL Y � 4 COMPACTED. CUT S /N TO THE EXISTING ASPHALT SHALL BE NEA TUNE CUT W 7H SAW IN A CGIVIINUOUS UNE A MIAOCI ARY MIX PA TCH MUST BE Na PLACED IMANEDIA TEL Y AFTER BACKFILL AND COIN PA C 71OEN A PERMANENT � HOT MIX PA MH SHALL BE PLACED W ZT W 10 DA YS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS,Q 11 DATUM SHALL 9E a TY OF REM ]U1V, MAD 198311991 a MAO 1988 '~ 14. ALL DISTURBED AREAS 574AU BE SEEDED AND MULCHED OR OTHERMISE LIT, STABIL /ZED TO THE SA 7ISI`AC17ON OF THE DEPARTMENT FOR THE qK (� PREVENT ION OF ON -SITE EROSION AFTER THE C OMPLEnON OF CONsnwx170N �. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERTY PREPARED/~► FOUNDA 11ON IN ACCORDANCE WTH SECTION 7- Q23(1) OF THE CURRENT STATE OF WAWJVGTOIN STANDARD SPEC10CAnONS FOR ROAD AND BRIDGE CONSTRM770N THIS SHALL. INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOIM OR THE TOP OF THE OF THE FOUNDATION' MATERIAL AS HE'LL AS PLACEMENT AND COMPAC nAIV OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO 1 NA T .1 NE ETV nRE LENGTH OF THE PIPE W ILL BE !k SUPPOR TED OW A UNIFORML Y DENSE UNYIELDING BASE PPE BEDDING �C MALL BE PEA GRAVEL 6 NNhpHEtiS ABt?VE AND BELOW THE PIPE 16. SANI TAR Y SEWER PIPE SMALL BE POLYVINYL CHL OAVOC (PVC) RUBBER GASKETED A S TM 0 3034, SDR = OR DUCTILE IRAN CUSS 50. 17 IN UNIMPROVED AREASSy ADD I FOOT CONCRETE PAD AROUND RING COVER MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE RNIS WO GRADE. IN PAVED AR'EASr COWER MUST SLOPE IN ALL C DIRECTIONS TO MATCH PA WNG. CAST INTEGRAL ON TOP 26-.V8## PROPERTY LJNE 25-114'a J 24#0 o lot 3' MIN. 6 11 FUTURE _f•' 6" BUILDING SEWER PIPE - 1 _ BUILDING SEWER 1-114 -momm. 23 1 4 or TEE W17H 6 " SIDE OUTLET , J 33--1 4" 2 "x 4" S T�GIa SERVICE MARK R PAINT UPPER PORTION WHITE 1 " SEAT w ANS STENCIL. ON SIDE WOMNG WC TIM A -AA "SE-WER" 19TH 3" HIGH BLACK FRAME -L KMI COVER I'NOH -L OCKNV.�J a LETTERS AND #V MRE MRAPPED .. ,• .. - •• Q «• $ SEWER Ally BINILQNVG SEWER j jJyE TOP OF THE STUD. 1F1�lDED FOR 5/8 -11 N.C. x 1--1/4 .518 3/8" 1 3/8 A � S. S. SOC. HD. CAP SCREW (3 REQ'D.) 1/2" (TY9°) B TYPICAL NON -SKID �� '(y A RN ---- -� -- 2- 112..�� .. 4 Ill T 25 2 60" ALLOWABLE MAX. • 2" RAISED LETTERS AS t UNLESS' OTHERWSE SHOWN ON PLAN, SIDE REQ D. SEE NOTE N0.3 BELOW 1: J. 5 MIX k� FOR CAST IRON PIPE �' •�'' G SERER SHALL NAME A MINIMUM 2.5' COVER CONCRETE •{•• ! OR DUCTILE /ROW PIPE. AT PROPERTY LINE OR 3 -5' LONER THAN UNDERSIDE SHOWN FOR CLARITY BLOCKING �'� i a5 �N 81' THE LONEST HOUSE ELEVATION, MEH /CHEVER 3/4" CORE (TYP.) ON 23" B. C. i��N I�M�' GREBE IS LOMER. L AND TAP 518'o-11 N.C. 1 -112 CORE(TYP.) (LOCKING) G 2� MIN 5L ON 23 8. C. (TYP. 3 PL. ) �HORI ZON /TAL f RAAK (LO NO TES: 6 to MIN. 6"' SIDE OUTLET TEE 1 FOR NON - LOCKING USE OL YMPIC FOUNDRY N MH o. 30 OR EQUAL. I SEWER MAIN SEWER MAIN 2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 91T OR EQUAL. J. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN' ON COVER), CONCRETE BLOCKNVG ANGLE TYPFCAL AIM f f WMER ELEVATION SANITARY (SPECIFY "SEWER "), OR WA TER (SPECIFY "WA TER"). j2c TEE A T MAMI OVER ZS ELEYA TI ►ON MA HHOL E FRAME A ND COVER DE TA /L S TA NDA RD SIDE SE WER INS TA L L A TlON DE TA /L NOT TO SCALE CITY OF RENTON DWG. NAME. BR29 NOT TO SCALE CTY OF RENTON DdCr NAME: BR39 SP PAGE. 8074 SP PAGE- 0078 x•3/8732 ROLL 2 Q.� A o ' GERALD F. MX K AKP P'BOJM YEA G9 AKW A. MMG M PEGS Piwm SUMMIL AEMCCA PE P9wm Ewlam JE767 PY L. M ASLA Pew= Lu0sc P'B AKE= FWT SUIgM& XTB: 4114104 MIA VW.:NIA 1� Cp N. S ('I OT r_-� 37359 �V f S T 10VAL E EXPIRES; 11/15 M5_ sreR NOT vAID trntESs sIcM AND uetID JOB NO. 0 1 -159 7 AS=CONS UCTED PLANS 3133 (SEE SN£fT f FOR STATEMENT) 5 02005 17t1A0 ASSOCIATES SC+ANNEO MAY 112006 M �r so ca qo �N0 o X NJ w X % tl ail 0 cn cr_ LLJ Li 0 cn CD 1 L < < V) Go �A 0 g ti SW 1/4, SE 1/4j SE 1/4, SECTION 10, TWP. 23N, RGE 5E., W.M. �j 'k j I 'JPAD'EL . 112 117 113 114 11 116 ' OAD ELI PAD IL PAD EL EL PAD 0 509t 0 UP W UGC TO SOUTH 481.0 502.5 Mfo j r .3+6i tft 37 L.F. 4+05L LF. .37 I- F. (J4 1 - I L 6 i 1E, 494..50 1 +6f. V L F 0 4+5A 4 6w IE;4#706 I 'i t .. 1:z EX. 12" CONC. .50 2+4 JA J, F. %9'w-f—E 471J" 6w IEISU.50 IE 1'��IE 507.7 m 15 EX 12 CONC. 4 1E 5070 4-1 40 L wy a_4 ONO two) it M, OWN= low, r Ix IN c, p 00 k if & 14 �p e'r 1+15�59, a96- LT p0Z _fL 9J' L T, 6 IE 47 00 4+04.= 15.0 y Z RIM 46&vV 3=65 :Wf 7AR 8- 1E 600.40 (OUT) 301.32 v SE ACT A (IN) 4;7. 2+56. 10, a 97 L I 7R CAwmLw r S UP 8* IE-, (0004". OM RW fd" PAD 0- (IN), 4TH 41IM86 0'- IE -0" (IN) • 471L0 V 4x1174 0'- IE 49*0& (OUT) 7R i t I i ,X I f l Z PA,&\EL\ "I, . A m_ I I EX. �2 CONC. 0 4M V J+51-16, d' L T I I I 1�1 � - . - I - RIM 492.75 IE 503. V 1 r \ .. - I )C CHANNEL 483.90 wM d W 47WM' c 48.3:95 (IN) R Ad QI9* k 8m C .484.5 7RACT L.X. HOUSE 6 JE 469.W ........... ........ ............ ROW "K 0I (3 irop 495. o I IN_j .......................................... ....... ....... .......... WALL SH GRADE OVER OF .............. ...... ...... ............ 490 .rte l EXIS71NG GROUND OVER C OF PIPE Mp� 00, ............ ... 8op .................... -.... ao RIM 48!9.* ::SuWH 484 ;RIM 492.75 80 IE .5 AC CHANNEL 483.90 Sm IE 48J.95 (SE) . ........ ............. ................. 15'-20'p STEEL CASING PIPE (C-R-B) LO. JJ INCH THICK 480 ---AVK-00A TED), QW7RACTOR TO DETERMINE REQUIRED Stj AND PIPE SUPPORT. PLACE SPACERS ON THE SEOERLINE AND FILL THE SLEEVE WTH SAND. p .......... ..... .. ......... ........ ... ...................... ............................ .... .......... ... ....... ...... PROF LE SCALE I'm 4Y HONZONTAI. 1'*= 4 MER XIS TIN GROUND nNISH GRAD EL OVER PIPE (TYP) EL. OVER ,PIPE (TYP) ck Ob Z 14, LAJ LLJ W wm Z< C7 d. or- Li m L Q Q1 O 0 0 co 0 N c; z SW 1/4, SE 1/4j SE 1/4, SECTION 10, TWP. 23N, RGE 5E., W.M. �j 'k j I 'JPAD'EL . 112 117 113 114 11 116 ' OAD ELI PAD IL PAD EL EL PAD 0 509t 0 UP W UGC TO SOUTH 481.0 502.5 Mfo j r .3+6i tft 37 L.F. 4+05L LF. .37 I- F. (J4 1 - I L 6 i 1E, 494..50 1 +6f. V L F 0 4+5A 4 6w IE;4#706 I 'i t .. 1:z EX. 12" CONC. .50 2+4 JA J, F. %9'w-f—E 471J" 6w IEISU.50 IE 1'��IE 507.7 m 15 EX 12 CONC. 4 1E 5070 4-1 40 L wy a_4 ONO two) it M, OWN= low, r Ix IN c, p 00 k if & 14 �p e'r 1+15�59, a96- LT p0Z _fL 9J' L T, 6 IE 47 00 4+04.= 15.0 y Z RIM 46&vV 3=65 :Wf 7AR 8- 1E 600.40 (OUT) 301.32 v SE ACT A (IN) 4;7. 2+56. 10, a 97 L I 7R CAwmLw r S UP 8* IE-, (0004". OM RW fd" PAD 0- (IN), 4TH 41IM86 0'- IE -0" (IN) • 471L0 V 4x1174 0'- IE 49*0& (OUT) 7R i t I i ,X I f l Z PA,&\EL\ "I, . A m_ I I EX. �2 CONC. 0 4M V J+51-16, d' L T I I I 1�1 � - . - I - RIM 492.75 IE 503. V 1 r \ .. - I )C CHANNEL 483.90 wM d W 47WM' c 48.3:95 (IN) R Ad QI9* k 8m C .484.5 7RACT L.X. HOUSE 6 JE 469.W ........... ........ ............ ROW "K 0I (3 irop 495. o I IN_j .......................................... ....... ....... .......... WALL SH GRADE OVER OF .............. ...... ...... ............ 490 .rte l EXIS71NG GROUND OVER C OF PIPE Mp� 00, ............ ... 8op .................... -.... ao RIM 48!9.* ::SuWH 484 ;RIM 492.75 80 IE .5 AC CHANNEL 483.90 Sm IE 48J.95 (SE) . ........ ............. ................. 15'-20'p STEEL CASING PIPE (C-R-B) LO. JJ INCH THICK 480 ---AVK-00A TED), QW7RACTOR TO DETERMINE REQUIRED Stj AND PIPE SUPPORT. PLACE SPACERS ON THE SEOERLINE AND FILL THE SLEEVE WTH SAND. p .......... ..... .. ......... ........ ... ...................... ............................ .... .......... ... ....... ...... PROF LE SCALE I'm 4Y HONZONTAI. 1'*= 4 MER XIS TIN GROUND nNISH GRAD EL OVER PIPE (TYP) EL. OVER ,PIPE (TYP) ck ROLL s- 318733 ND PVC STEEL CASING NOTE: THE CASING PIPE SHALL BE SWOO TH STEEL, BAR E PIPE, a 375 INCH mmmum WALL 7mcKwss, AND Comm Y W7H AS7M A159, GRADE a WIN A "W#dUV SMU HELD OF 36,000 P-9. TO SUPPORT THE PIPE INSIDE THE CASINGS PIPE SLIDES OR 4ox4o TREATED 77AWRS WTH STAINLESS STEEL STRAPS SHALL BE USED 70 MAINTAIN VERTICAL AND HORIZCWTAL AUGNAENT AFTER INSTALLATION OF nqE PIPE IN THE CASWG IS COMPLETE. SAND SHALL BE BLOWN INTO CASNVG AND THE ENDS OF 1W CASING SHALL HE QVWIED RIPE CASING DETAIL NOT 70 SCALE KEY MAP NOT 70 SCALE SCALE: 1" = 40' 0 20 40 80 RAW CF MEAAM maw NAD 85/1 aTY 0FRENMIN WS CONMM AETWRK H=m ary oFmwm ma"aws ca)tpmt (a4w PcwT) Am aaa pw2 NOW71INTAL IkAnAlt h%MZCWTAL NAD 83/V1 KRIM& DA TIM. VIMICk- hAMD 88 SENCMUAK. CITY OF MNTON SIUMEY COMMM ACTMW MCAUINNT 0852 30 BRASS SLWAGE AKWAMENT FOUAV AT 7W CONAM OF AIE 4TH SIR= IrSEw 1219TH ST.) AAW 1487H A W SE AnW A SET RR VM JV W. FACE OF UNJTY POLE r W QIIAW SE CON OFSTE MW 'r TW OF 40W COW MMUNT AT ME COR. OF 97E EL=516LIJ VOTE: ALL PROPOSED SANITARY SEKR MANHOLES WALL BE 4810 UNLESS 0714ERWSE INDICATED. LOCA7700V OF EXISTING U7XI7AES SHOW4 IS APPROAWA Mr AND MAY NOT BE A CCURA TE OR ALL INC EUSIVC IT IS THE COOVIRACTOR"S RE PIMS18rul 70 RELD WRfirY L OCA 710N OF U 7X/ 77ES PRYOR M PRocrawG ny CoNsmucmw. W Z _zt ASSOCIATES RLAD 12112 115th Ave NE KOWWW. WA 98034 923 425.821.8448 425.821.3481 fox 800.488.0756 bN km www.biodessm.mm ,loft �Q (3 Ob Z 14, ROLL s- 318733 ND PVC STEEL CASING NOTE: THE CASING PIPE SHALL BE SWOO TH STEEL, BAR E PIPE, a 375 INCH mmmum WALL 7mcKwss, AND Comm Y W7H AS7M A159, GRADE a WIN A "W#dUV SMU HELD OF 36,000 P-9. TO SUPPORT THE PIPE INSIDE THE CASINGS PIPE SLIDES OR 4ox4o TREATED 77AWRS WTH STAINLESS STEEL STRAPS SHALL BE USED 70 MAINTAIN VERTICAL AND HORIZCWTAL AUGNAENT AFTER INSTALLATION OF nqE PIPE IN THE CASWG IS COMPLETE. SAND SHALL BE BLOWN INTO CASNVG AND THE ENDS OF 1W CASING SHALL HE QVWIED RIPE CASING DETAIL NOT 70 SCALE KEY MAP NOT 70 SCALE SCALE: 1" = 40' 0 20 40 80 RAW CF MEAAM maw NAD 85/1 aTY 0FRENMIN WS CONMM AETWRK H=m ary oFmwm ma"aws ca)tpmt (a4w PcwT) Am aaa pw2 NOW71INTAL IkAnAlt h%MZCWTAL NAD 83/V1 KRIM& DA TIM. VIMICk- hAMD 88 SENCMUAK. CITY OF MNTON SIUMEY COMMM ACTMW MCAUINNT 0852 30 BRASS SLWAGE AKWAMENT FOUAV AT 7W CONAM OF AIE 4TH SIR= IrSEw 1219TH ST.) AAW 1487H A W SE AnW A SET RR VM JV W. FACE OF UNJTY POLE r W QIIAW SE CON OFSTE MW 'r TW OF 40W COW MMUNT AT ME COR. OF 97E EL=516LIJ VOTE: ALL PROPOSED SANITARY SEKR MANHOLES WALL BE 4810 UNLESS 0714ERWSE INDICATED. LOCA7700V OF EXISTING U7XI7AES SHOW4 IS APPROAWA Mr AND MAY NOT BE A CCURA TE OR ALL INC EUSIVC IT IS THE COOVIRACTOR"S RE PIMS18rul 70 RELD WRfirY L OCA 710N OF U 7X/ 77ES PRYOR M PRocrawG ny CoNsmucmw. W Z _zt ASSOCIATES RLAD 12112 115th Ave NE KOWWW. WA 98034 923 425.821.8448 425.821.3481 fox 800.488.0756 bN km www.biodessm.mm ,loft �Q (3 <<<<K<<K<<<<< GERALD F. AKA' P" A. )VI&M PLS Pffim SUMOR ASECC4 " E PRO= mum "WRY L COX ASLA PROM LOWAN ARCHff= FM SUWffAL DATL- 4114104 SCALD: SM: 1-40" W.: NIA s- N -m- C& WAS 0D 37359 CVO [ST '910NA1, ExPiRE-S. _11/15/o_7_______1 STAW NOT VALID UNM SIGNO AND DATO � R m M NO. 0 1 -159 NO. lor 1 C) 2005 TRIAD ASSOCIATES *7 3 R SCAW4ED MAY 11 ZW6 lot e c 0 ;pC ��r Ob Z w <<<<K<<K<<<<< GERALD F. AKA' P" A. )VI&M PLS Pffim SUMOR ASECC4 " E PRO= mum "WRY L COX ASLA PROM LOWAN ARCHff= FM SUWffAL DATL- 4114104 SCALD: SM: 1-40" W.: NIA s- N -m- C& WAS 0D 37359 CVO [ST '910NA1, ExPiRE-S. _11/15/o_7_______1 STAW NOT VALID UNM SIGNO AND DATO � R m M NO. 0 1 -159 NO. lor 1 C) 2005 TRIAD ASSOCIATES *7 3 R SCAW4ED MAY 11 ZW6 lot e c 0 ;pC ��r 0 0 ti i I J h I 0 2 E ' 4 y hg N I� og N a No o� U Y o= ,w - - - - -- -.tea_ NOPA /OPEN SPACE/ ' ; ��----- `�SE 1/4, 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. WEILAND RESTORATION °\ L,.7 i j I 105 D!'TEN7ION/ORA /NAGS I - ®__ -- \O -_` 79 i _ . ; 104 TRACT M , III H 2s 106 SSMH 42 \ \ % -- DRIVEWAY SSMH 29 TRACT L — I TRACT N 118 I - -- 78 NGPA JOINT USE If =� / 1 -_ H \ 1 77 \ 80 SSMH 2 3 103 CB N -34 1 = 107 \ - -- C ' 76 SSMH 41 � INTAKE N10A i I / 102 �� m �— I 1 -- -- H 2 - -� i \, '� � DISPERSION TRENCH � - - -.-- i 10�r _ I'k ...-•- TYP SEE SHEET i 75 CB N -9 23 FOR DETAIL 10 1 31 1 ' ' 1 i 74 DRA /NA 109 At °^ (GS Io O 10' PRIVATE STORM _ 0 1 ' DRAINAGE AND PUBLIC 1 -- - ' 82 83 84 85 86 j 87 88 100 N ' ! 1 unum EASEMENT (TYP) 73 111 I C IS SHEET CB N 114A + _...._. _.. TRACT O �� 11G,, DRA /NAGS --- H 40 CB N -3fA • SSMH TRACT l ! I 3 w CB N -31 -- 72 CB N -B CB587 L' INLET N -13 �V TRACT J�� _ 99 U7IU7Y ... .... ..L... INSTALL MAIL 57 ,. JOINT USE f ae.u. /1 DRIVEWAY 98 I T OUlFALL N -13A 9 -- _ I '',.... —.. a N - � 90 �j• SSMH 2 r -- 70 �1 5 - - -- - -- 56 C I� 97 -- - -- c 60 ; W 91 69 __ _ co 96 - I r 6' ROOF AND F0077NO / 1 1 DRAIN STUB TYP)\ - - - -- \ SSMH 3 61 Q 92 / M 68 CB N -5 ~_i•* OUTFACE N -24A , I 62 1 53 v 93 ce N -2a j - -- ' , A _ -;E l 4? �_ SSMH 21 63 52 I :... , 94 66 h� 1 a ! a 7RAC7 a ✓ - —' — - v i 64 gND- RESTORA7! 446 ° 1�. CB N -4 CB N -3 DRA /NAGE I 95 jl 7RACT B 51 OPEN SPACE 65 CB N 2 -�_ INLET RECREA770NI SSYNH i6 OU7FALL N -18A CB N -17 DRA /NAGS aws �� N -1 INTAKE N -f7A INTAKE Cs OU7FALL N -36 o OUTFACE N- INTAKE N -1A_ - �' 7FALL N -L INV- OUTFACE N -1A / 499sos -- - - - -a_ _ ___-�� '... ,\ INLET N -3 TRACT T ~ .. .. DETEN7l0N/DRA /NAGS --'--444 - .. .. .... .�` -_ 441 44044 , 1 -f6 h.� - -. OUiFALLJ� =2A 449 CB N •• — SSMH 16 I - - oUiFALL_N =SSA 50 49 48 47 _ - - =%. - - -- -' S -30 CI N C 6 cB S -29 �� , 12 J.� 44 t I � ; 14 �i' �� 10' PRIVATE STOR DRA /N AGE AND PU U77LITY EASEMENT CB S -27 � 15 15 I I / \ \ 42 CB S- SSMH 10 ,f --- - -- --- 7RACT X U7IurY 41 li 8 EL SG;1CC`T 4 �� h , �- - -� .,,�. C8 5 -25 CB 13' / d )� Q 112 NSTALL I C.B.U. #3 V f0'. 1 I tl. DRA. 1' A r U77L - 1 11'3 114 115 116 1 f0' PUBLIC SANITARY SEWER EASEMENT I aT U8 CB N -27 ro' PRivA7E srORM 7 ?E DRA /NAGE AND PU LIC MT (TYP) CB N -2B V77LITY EASEMENT (TYP) - ,SE 123RD ST � J 1 CB N- 2D6 \ , \ \ ` 10' PRIVATE STORA DRAINAGE AND PU r \I t s 11 \U77LITY EASEMENT 2 \ i \ 1 6' ROOF AA 1 DRAIN SYSTi T t 1 _ 4 5 I I 12" CONC. IE 517.1 I 1 I __�EX. 12" CONC. IE 51ZO I� ICI II f I I B N -36 I • i ~—EX. 12 ' CONC. IE 515.9 ' I -EX. 12" CONC. IE 515.1 I EX. 12" CONC. IE 514.9 It m `EX. 12" CONC lE 514.5 \ —EX 12" CONC. IE 513.8 \� I� `EX. 12" CONC. IE 51J.2 1 I j I jl I 1 � � Ex 12" coNC. 9 N -3 IE 512.0 I _ 1 ___._-EX. 12" CONG IE 511.6 I 117 1 ( I1 1 I j I i I N -30 1 �EX. 12" CONC. IE 5OZ7 I /I j EX. 12" CONC. 1£ 5020 1 i SSMH 24 NG i III _----EX. 12" CONG IE 503.8 _J__---EX. 12" CONC IE 502.7 1 1 ACT" T "X 12" CONC. IE 502.6 DEVELOPMEN NOR T F 124TH ST rlm6n�vmEt —�„c r to ,�j 2 � -1s11a ce s -32 I - .. SO PRlVATF STORM OR,,ppINAGE AND PU�LIC CB 5 -33 CB S- UJI ITY EASEMENT 1(TYP) SSMH 1B (� F '21 11 I 10 1 9 8 7 a H 14 —� I � I s» 9.A"0( -- — -- - -- — ... —.� —_. _ fW y I ZL DE T (TYP) r 12 T 16 17 18 19 20 m: a I I I I II \`EX 12" CONC. IE 504.8 I `EX 72" CONC. IE 499.3 SSMH 9 EX 72 CONC. IE 498.7 N (I EX. CB W TRASH RACK TOP 49 94 A ( I ro 12" ADS (S) IE 492.42 I /I I SE 124TH ST I 23 :T O u.5E / U7JLITY f� 24 I " m TO CB TOP 497.34 12" ADS (N.) IE 49256 �^ -9 72" ADS (E) IE 492.68 12" ADS (S.) lE 492.70 I `EX 15" ADS. lE 497.5 �EX. 12" CONC. IE 489.3 18' T PO 30978 9 NOT TO9SCALE SCALE: V = 50' 0 25 50 100 0 IT aqw- !101 S- 318734 .nwhmv s «i r�ldN2r2Lei, �.3c Y�. ' S'"�Y`Yv""7't DeF T ^eel of Dov¢lo�rtl9 a.tl Ewranrc,Nal S.rves APPROVAL FOR ' >ITE CONSTRUCTION FN^ L n �� CtJ3GFClOYP t��.e U'cvr -tCN AE T L A'Efl�� CC'dPLkTE Oate Gomr C^ d� 02008 TRIAD I� TRIAL AS SOC IATE5 12112 115th Ave. NE Kiddand, WA 98034 -6923 425.821.8448 425 821 3481 fax 800.488.0756 tall free ~xAriadaummm 1 (® 0 2 3 2 Q 4 W W to W Q ri y 0 V Z �Q V 4 1� ® LU y �W V Q V' _/ Z 2 ti j V 2 pp U U 1- F 2 Q 5 r. a 1p l Zq N 1616 U U S U x GERALD F. BUCK. AICP .PROJECT MANAGER NICK A MW9 PLS PROJECT SURVEYOR RICK A. TOWNS PROJECT ENGINEER JEFFREY L COX ASIA :PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 3/10/04' 'SCALE: 1100.:1' =50' VER1'.:AI /A I� STAMP NOT VALID m s UNLESS SIGNED AND DATHI. ('oo JOB NO. 01 -15'19 I SHEET NO. 3OF 3'�s T I INLET N -21 { I INLET N -20 OU7FALL N -20 O OUTFACE N -21A l ? 1 CB N -19 I INLET INTAKE N -20A 1 15' PUBLIC O OUTFACE N-22 \_- - S SANITARY EASEMENT s } I I I I II \`EX 12" CONC. IE 504.8 I `EX 72" CONC. IE 499.3 SSMH 9 EX 72 CONC. IE 498.7 N (I EX. CB W TRASH RACK TOP 49 94 A ( I ro 12" ADS (S) IE 492.42 I /I I SE 124TH ST I 23 :T O u.5E / U7JLITY f� 24 I " m TO CB TOP 497.34 12" ADS (N.) IE 49256 �^ -9 72" ADS (E) IE 492.68 12" ADS (S.) lE 492.70 I `EX 15" ADS. lE 497.5 �EX. 12" CONC. IE 489.3 18' T PO 30978 9 NOT TO9SCALE SCALE: V = 50' 0 25 50 100 0 IT aqw- !101 S- 318734 .nwhmv s «i r�ldN2r2Lei, �.3c Y�. ' S'"�Y`Yv""7't DeF T ^eel of Dov¢lo�rtl9 a.tl Ewranrc,Nal S.rves APPROVAL FOR ' >ITE CONSTRUCTION FN^ L n �� CtJ3GFClOYP t��.e U'cvr -tCN AE T L A'Efl�� CC'dPLkTE Oate Gomr C^ d� 02008 TRIAD I� TRIAL AS SOC IATE5 12112 115th Ave. NE Kiddand, WA 98034 -6923 425.821.8448 425 821 3481 fax 800.488.0756 tall free ~xAriadaummm 1 (® 0 2 3 2 Q 4 W W to W Q ri y 0 V Z �Q V 4 1� ® LU y �W V Q V' _/ Z 2 ti j V 2 pp U U 1- F 2 Q 5 r. a 1p l Zq N 1616 U U S U x GERALD F. BUCK. AICP .PROJECT MANAGER NICK A MW9 PLS PROJECT SURVEYOR RICK A. TOWNS PROJECT ENGINEER JEFFREY L COX ASIA :PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 3/10/04' 'SCALE: 1100.:1' =50' VER1'.:AI /A I� STAMP NOT VALID m s UNLESS SIGNED AND DATHI. ('oo JOB NO. 01 -15'19 I SHEET NO. 3OF 3'�s 9 NOT TO9SCALE SCALE: V = 50' 0 25 50 100 0 IT aqw- !101 S- 318734 .nwhmv s «i r�ldN2r2Lei, �.3c Y�. ' S'"�Y`Yv""7't DeF T ^eel of Dov¢lo�rtl9 a.tl Ewranrc,Nal S.rves APPROVAL FOR ' >ITE CONSTRUCTION FN^ L n �� CtJ3GFClOYP t��.e U'cvr -tCN AE T L A'Efl�� CC'dPLkTE Oate Gomr C^ d� 02008 TRIAD I� TRIAL AS SOC IATE5 12112 115th Ave. NE Kiddand, WA 98034 -6923 425.821.8448 425 821 3481 fax 800.488.0756 tall free ~xAriadaummm 1 (® 0 2 3 2 Q 4 W W to W Q ri y 0 V Z �Q V 4 1� ® LU y �W V Q V' _/ Z 2 ti j V 2 pp U U 1- F 2 Q 5 r. a 1p l Zq N 1616 U U S U x GERALD F. BUCK. AICP .PROJECT MANAGER NICK A MW9 PLS PROJECT SURVEYOR RICK A. TOWNS PROJECT ENGINEER JEFFREY L COX ASIA :PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 3/10/04' 'SCALE: 1100.:1' =50' VER1'.:AI /A I� STAMP NOT VALID m s UNLESS SIGNED AND DATHI. ('oo JOB NO. 01 -15'19 I SHEET NO. 3OF 3'�s d� 02008 TRIAD I� TRIAL AS SOC IATE5 12112 115th Ave. NE Kiddand, WA 98034 -6923 425.821.8448 425 821 3481 fax 800.488.0756 tall free ~xAriadaummm 1 (® 0 2 3 2 Q 4 W W to W Q ri y 0 V Z �Q V 4 1� ® LU y �W V Q V' _/ Z 2 ti j V 2 pp U U 1- F 2 Q 5 r. a 1p l Zq N 1616 U U S U x GERALD F. BUCK. AICP .PROJECT MANAGER NICK A MW9 PLS PROJECT SURVEYOR RICK A. TOWNS PROJECT ENGINEER JEFFREY L COX ASIA :PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 3/10/04' 'SCALE: 1100.:1' =50' VER1'.:AI /A I� STAMP NOT VALID m s UNLESS SIGNED AND DATHI. ('oo JOB NO. 01 -15'19 I SHEET NO. 3OF 3'�s 2 Q 4 W W to W Q ri y 0 V Z �Q V 4 1� ® LU y �W V Q V' _/ Z 2 ti j V 2 pp U U 1- F 2 Q 5 r. a 1p l Zq N 1616 U U S U x GERALD F. BUCK. AICP .PROJECT MANAGER NICK A MW9 PLS PROJECT SURVEYOR RICK A. TOWNS PROJECT ENGINEER JEFFREY L COX ASIA :PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 3/10/04' 'SCALE: 1100.:1' =50' VER1'.:AI /A I� STAMP NOT VALID m s UNLESS SIGNED AND DATHI. ('oo JOB NO. 01 -15'19 I SHEET NO. 3OF 3'�s °o Q E� ag N I it NO m N^ O ORC U c0 o' �W SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. SSMH 11 SSMH f2 ISSMH 10 f -- $- - -- . EE SHEET 3 ca UTIUTY 41 �F L Z y 1 r c8 s -25 CB s -ss 1 FCB S'a7 i CB s -ss l 40- « 1 -I 32 I J1 11 30 1 29 28 1 27 1 26 CB S -17 I (� \ SSMH 5 As-2 s' PUBLIC U77LITY ASEMENT I ( CB S -23 =CB -- TRACT F - -- - - - - - -- 1 Y.— _ - - - - - -- — t -- 4 NGPA .... _ a ss1 I f2' — — — SSMH 6 B — INGRESS A - -- L..� SE 5TH S' I � � T Y . 33 AND EGRESS 39 ( OB S -24 1 I 0 EX 6 " CONC. IE 449.6 EX, OB -- 1 RIM 450.37 1 OPEN TO THE NORTH 1 1 ( 12" ADS. (5.) 1E.= 448.88 38 ; 34 1 1 4' i ° I EX. CB TOP 445.50 12" ADS. (N.) 1E= 444.80 12" ADS. (5.) IE= 444.77 OUTFALL NOT FOUND I 35 I i 7RACT E NORA l I ,I � II - - 10 II CB $ -13 C8 5 -11 —_ ce W-4 IV 4TH CT. H jFi, w f12 "SD d - -- N_3 _- ( CB S -10 I i 10' PRIVATE TORM ( , DRAINAGE AN PUBLIC ( - UTILITY EASEMENT (TIP) SSMH 3 LI ICI I 1 7 8 9 I'TI, i A I Hh. ' )0' PUBLIC U77LITY (" EASEMENT WWW - - - -- ) l 1 'roil ti r}lI 6 5 4 I I 26' PRIVATE U AND ACCESS I. EASEMENT I i t - - - - - 3 CBS 4 � �bl M. IMA 11 5 2 3 _ —__ -- - -- \\I` I WS 4 54395 —1 A 0-SS - -- 43B' f•�F r - -436 435 _ \ v SSMH I I III I tl II, f TRACT R DRAINAGE AND U77UTY O ALL S -3A ;1 I I t I I� II INTAKE N -2 : \ rN ca CB S -2 co $ -1 I CB W -1 —EX 15" CONC B D$ -2 IE 435.5 \. - -- . - - :_ _....)$� 436 .� - -- / 4395 -- - - -- ss t I I ,I I I ,I I II 11 t�Ze i S -1 t - - -- - _- 5 i I _ KING COUNTY — iT...0 HT . —__ .. o i i I i 1 it I E i i 11 I I I I EX. CB I I EX. SSMH 1 I 1 70P 44210 RIM 45321 i 6" IE 444.65 1 I 8 "1PVC IE 44356 (IN) 12" IE 444.65 AIE bf TH C T 8 "'PVC IE 44346 (OUT) I e— _ss -1--- ss - ----1 EX CB OB TOP 44711 +p ( EX SSMH 12" lE 444.50 1 446.99 ' PVC l£ 439. 6 (1N) OUT) 8" PVC IE 438.18 ( I - -- art -�_��i ° II I I II II I I y i I I I III SSMH RIM 446.99 " ( I 8" IE PVC 435.99 (IN) 8" lE PVC 435.89 (OUT) \ If 11 ( L-1t y I III EX 24° CONC IF 439.00 fl i I I I I I�1 EX. SSM428 €I 1 RIM 443.24 24' CONC. CTR. CHANNEL IE .77 ID IT o III T TRACT D I JOINT USE DRIVEWAY/ UTIUTY 1 I 24 I I I CB TRACT D I TOP 497.34 72" CONC. (N.) IE 4834 DRIVEWAY/ UTILITY JOINT USE , 12' CONC. (S.) IE 4834 1 1 25 I j III ` I j II I 11— J I ( I I I I II I I j I I I N ( I I I 1 �I I I I I NOT TO SCALE S -3 18735 Khg Co ly d e i of De lopmenl antl Env ronme�tal Services L APPROVAL F(R SITE CONSTRUCTION T� L ENGRCOVP Date Am NE t f f1, DPP! Kf E 4'cGR COMPLETE Date . eMS ^ —m 425.821.8448 FINAL CORREMRRAff DA`C'E, IMPROVEMENTS IN THE CITY OF RENTON ARE PROVIDED FOR REFERENCE ONLY. SEE SHEET 23 -24 FOR ROAD SEVIONS "otB S -31V3 02008 TRIAD e 2 Q Lu 4 'Www vJ Iq uj O Q u A. y Z O co 2 Q 4 K. y3 X �W V Q V coZ ' U k 0 U Z U rc `Ji yi � rc rc HIM b b g b b O I� G RAID F. BUCK. AICP PROJECT MANAGER NICK A. )7NG'ER, PLS PROJECT SURVEYOR RICK A. TOMKINS PROJECT ENGINEER .E' MY L 0014 ASLA PROJECT LANDSCAPE ABCBTTECT FIDSf SUBMITTAL DATE: 3/70/0.1 SCALE: H9H6.: Y =50' VIW.:A /A I_ STAMP NOT VALID UNLESS SIGNED AND DATEI JOB NO. 01 -1519 MET N0. 4.312 o T� ASSOCIATES Am NE KirMand WA 98034 -6923 425.821.8448 425.821.3481 fax 800.488.0756 toll tree w Ariadassoc.com O 2 3 2 Q Lu 4 'Www vJ Iq uj O Q u A. y Z O co 2 Q 4 K. y3 X �W V Q V coZ ' U k 0 U Z U rc `Ji yi � rc rc HIM b b g b b O I� G RAID F. BUCK. AICP PROJECT MANAGER NICK A. )7NG'ER, PLS PROJECT SURVEYOR RICK A. TOMKINS PROJECT ENGINEER .E' MY L 0014 ASLA PROJECT LANDSCAPE ABCBTTECT FIDSf SUBMITTAL DATE: 3/70/0.1 SCALE: H9H6.: Y =50' VIW.:A /A I_ STAMP NOT VALID UNLESS SIGNED AND DATEI JOB NO. 01 -1519 MET N0. 4.312 o