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Home My WebLink AboutzS-2268Set`� �; ti E, ✓t i ao U � z a N �o � °� o Gz7 o �, :_ . w� Bo o ��- p-+ � Q b � � i� co � cn N � � N � .. _� a x Iw 8 ° ^`7 �`� � a oL'J a � � � z N � o Q ' � 1� z � � z w � J o � � N � w w z z c� rc �� Q O u w �u � �� as �o � o.� s� ® O 3Q '" z�w � W 'a a Va, �� o �E a� � � �E �N y C q 7 � � o+ C a� �� _ � �� a � �3 0 �� Nzs� G �� P�. �� o ` "� z w w w a �NN�� z � a° � �, � � � U > U N �r =0 zU ��.0 "C! n � U a O °�' a �� z 0 ��i�11 wwP- ar -a�b� J Q ZS .� 6 NE 10th Ct. Y NE 10th i NE 10th n� NE 9th St. INDEX TO DRAWINGS SHEET NAME 1 GENERAL INFORMATION 2 PLAN AND PROFILE STA 96 +00 TO STA 100 +00 3 PLAN AND PROFILE STA 100 +00 TO STA 105 +00 4 PLAN AND PROFILE STA 105 +00 TO STA 110 +00 5 PLAN AND PROFILE STA 110 +00 TO STA 115 +00 6 PLAN AND PROFILE STA 115 +00 TO STP, 120 +00 7 PLAN AND PROFILE STA 120 +00 'l0 STA 125 +00 8 PLAN AND PROFILE STA 125 +00 TO STA 130 +00 9 PLAN AND PROFILE STA 130 +00 TO STA 135 +00 10 PLAN AND PROFILE STA 135 +00 TO STA 140 +00 11 PLAN AND PROFILE STA 140 +00 TO STA 145 +00 12 PLAN AND PROFILt STA i45 +00 TO STA 150 +00 13 PLAN AND PROFILE STA 150 +00 TO STA 155 +00 14 GENERAL CONSTRUCTION NOTES & MISCELLANEOUS DETAILS 11th 10th St WASTEWATER UTILITY DATE C REVIEW FOR COMPLIANCE TO CITY STANDARDS UTILITY SYSTEMS DIRECTOR DATE LEGEND B °�� BH CONTACT PERSONNEL CB NAME AGENCY PHONE DAVID CHRISTENSEN RENTON PROJECT MANAGER 277 -6212 JOHN THOMPSON RENTON MAIN�iVAiVCE DEPARTMENT 235 -2585 SANDY GRAY SEATTLE WATER DEPARTMENT 255 -2242 BETH STEVENSON OLYMPIC PIPELINE 235 -7735 JEAN FREEMAN WASHINGTON NATURAL GAS 224 -2377 KAREN SHARP PUGET POWER 277 -4947 JERRY DRAKE U.S. WEST COMMUNICATIONS 235 -5859 PHIL FISK TCI 656 -9028 FIRST AID — SEEPAGE MONITOR WELL 911 — SANITARY SEWER MANHOLE G — TRAFFIC CONTROL BOX TH w � � TMH — TELEPHONE MANHOLE C?Q� r�oF � e — TELEPHONE JCT RISER TS � � P TT — TELEPHONE VAULT 878Ee G`�� SS�O"1Al EN — CABLE TV WCR EXPIRES pd WM — WATER METER WMH RECOAAMENDED FOR APPROVAL WASTEWATER UTILITY DATE C REVIEW FOR COMPLIANCE TO CITY STANDARDS UTILITY SYSTEMS DIRECTOR DATE LEGEND B — BOLLARD BH — BORE HOLE CB — CATCH BASIN CO — CLEANCUT EJB — ELECTRICAL JUNCTION BOX FH — FIRE HYDRANT GFC — GAS FILL CAP iV — IRRIGATION VALVE LS — LIGHT STANDARD MB — MAIL BOX PPT —POWER POLE w /XFMR PV — POWER VAULT PW — PEDESTRIAN CROSSWALK CONTROL R \W — RIGHT OF WAY SDP — STAND PIPE SDMH - STORM DRAIN MANHOLE SMW — SEEPAGE MONITOR WELL SSMH — SANITARY SEWER MANHOLE TCB — TRAFFIC CONTROL BOX TH — TELEPHONE BOOTH TMH — TELEPHONE MANHOLE TR — TELEPHONE JCT RISER TS — TRAFFIC SIGNAL TT — TELEPHONE VAULT TV — CABLE TV WCR — WHEEL CHAIR RAMP WM — WATER METER WMH — WATER MANHOLE WV — WATER VALVE XFMR —POWER TRANSFORMER YL — YARD LIGHT TREE C — CEDAR CH — CHESTNUT CY — CHERRY D — DECIDUOUS F — FIR H — HEMLOCK HO — HOLLY M — MAPLE P — PINE S — SPRUCE lJ I ILI I IES - -- G - -- GAS - -- P - -- POWER - -- SD -- STORM DRAIN SEWER - -- SS -- SANITARY SEWER - -- T - -- TELEPHONE - -- TV -- CABLE TELEVISION - -- W - -- WATER MAINTENANCE SERVICES DIRECTOR DATE I /1 i": � — - �.b'. "o / SCANNED OCT - 81999 �� i� � " J'� � �, 1 OF 14 7- yam' 4 010 7- < 00 N n CY CD 0 CD CD L'i Lj CD C) CD LLJ -3: w CD cf) CD F + L'i Q0 cf) Z -D <c u� E- E- E -E am ..... . — ....... � / STA 96+88i RT (DEPTH REPLACE: W NEW 84" SSMH RIM ELEV (336.26) J10 ...... ...... EX *f2' 1,1 IN - EX 8" 1E- 1N= 321.11 W EX 16- IC OUT = 92694 32053 S .................. " NEW. 18'IE. bV . =.zfft24,321.22. N-E .......... (DEPTH 15.2'1) EXIST CENTERLINE ELEV. (TYP)--\ 97 +00 98+00 7 V/ 606 RECOMMENDED FOR APPROVAL % KEY MAP ................ ........... ...... - ........ ...... ....... . 1510 -SCALE: ... 1 -2 0' H ORTZ. 10' VERT. 99 +00 100+00 Gp zim WAS,,, 2 of 14 Ai�- ELYPTIRREEIIN -T -IT SCANNED OCT - 8 1999 24 I I I—Po I wwp &P. &a" NOT TO SCALE WASTEWATER UTILITY DATE j� F"N -SCALE: ... 1 -2 0' H ORTZ. 10' VERT. 99 +00 100+00 Gp zim WAS,,, 2 of 14 Ai�- ELYPTIRREEIIN -T -IT SCANNED OCT - 8 1999 24 i � - i 1 t ��f e �5 �j '�`{�`�i� jf �� }4 1 t F i f. 1 � b r � f 00 z a 1 �O F 0 = N ��o Fw Nc �F z Lh 0 105+00 c s o wwip- aa- ?i68', WASTEWATER UTILITY DATE 106+00 707 +00 108+00 t o _ KEY MAP NOT TO SCALE 109 +00 710 +00 zim �Q�GG o wysywO9 ` e 73' 4 of 14 AL EXPIRES ��j 'LL�OO..I S- 226B12 AFF SCANNED OCT - 81999 .24: x I 00 . 1111Z z Z 8 -7� Np z I 00 Qo N N cl-i I n CD L C-D 0 + Ln W C:) z n C-) O LLJ CD + CD Jaj RECOMMENDED FOR APPROVAL WA57EWATER UTILITY DATE I. zim 876 S!ONALE� - ----4 EXPIRES'. qf,57Zoo SCANNED OCT - 8 1999 5 of 14 24 X cm O BOULEVARD SUNSET SCALE: 1 20' R 1','V 4-4j R/W 20 4C — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- — - - - - --— ------ -------- - sr", / T" — to E :l / T � - — -- COPPER PIN- -02N-� 7867357608 W 2 E 1308012282-6r------------ 385 LF OF 18" PVC 0 0.357 + J + cs D N35'43'28"E 400 LF OF 18" PVC 0 0.467 . .... .. o 585 tF eF 'pa gb A.;% 8 "E zz ----------- �CENTERLINE SURVEY CONTROL + TV TV T v T, T, Tim LAJ �e' t4i Z f O : F',A4 t' j6 6 — — — — — — — — — — — — — — -- — — — — — — ----- - - — —7 f C3 .541 (TYPE Sao oo RIM Ll EL 2-� — — — — — — — — — — ,F AW FLEV 718, -6i �2 C�N(� - — — — — — — — — — — — — — — — — — — — — — — 7F - �7, AWFLEIe — — — — '9�L — — I RAW - - -- f "J, 36a62-,RCT,6&f T, 0 -62 �--f �GA'C Nc Tlt, 2 cGt,c AF � 807,70tJ F R /W�3 rp F2,1" OF IIA Tin" 75 B 7 I,;�-E 0 CE J-�6r . . . . . . al"t" L I �V 566, 1,:, 0 7-6 -36290 _&0Tl,',l '762 A6- 6'. �C fjC -36- t0 3 51--v 26�. 7i - -6 OR �41 I/Al El E,' 56 INV E,! FC W -056 306, - 7- 3 -v, 1! 4 TOW 6; 7j 547, (43' T�P: 73 (TIPE-1,,145� jF. 7� R,�, /.,op co,,�c P,�fE EL I jel-, 0�-p _ -F LL pp/ll- INV E-,E� 75 ,IF '.HATER , -, 111;1� sf 3&� (:(�'V,� -18-' 0 7�14! 1: ,380 ............ ........... .............. ....... ....... ...... ........... ...... w .............. ............. ...... ------------------------------------------------------------------------ ------------------------------ ......................... ...................... ------- ... ......... -- ............................... ........ ......... ................... . ..... - ... ....... ....... ....... J80 370 ........... ...................... ..... .... ............... ........... . ... ROO J65.9 (APPROX.) ..... ............. ........... ... . - - --- - --- m7T� n, CR, EXISTING CENTERLINE ...................... .... ................................ --- -- -------------- -------- ----- -- ............. --- ................... .. ........... .............. ...... .......... ............. ........... .......... ........... ...... ............. . ....... -- ................ J70 ............. ................... ........... ......... ...... ....................................... ----------- ----------------------- ---------- ....... . . ......... ............... ........ 360 400 1 OF ........... IS PVC 0:0.46-- w ................. ....... .................... ............ .................. ................... 385 LF OF 18- PVC ® 0-35% -------- ... 560 .............. ................. ----------------- -------- .............. ....... ................ ------- ............. ............ ........ ................. ............. ...... ....... 350 .............. ........... ........ ................ .............. ......... ........... . ..... ... ........... ........ ...... ................. ............... ........... SSMH6, 60'STA.711,50, 3'RT ...... ...... ......................... .. ............ ....... ....... ........... Ev ...... . ........... .......... ........... - ------ ---------- . ........ — 50 ........... ............ ...... — ... ...... I&' IE IN Jt&. 95 -356- 75 E 18" IE OUT = 956,85 356.65 w (DEPTH = 9-1'-E) .......... R!"14 E�E{, ---- ----------- .... ............. — ----- ...... .... .. ......... ..... . ...... .................. . ..... — .............. J40 340 . .............. ..................... ............ .................... 530 .................. .......... ........ . ......... ....... ... .. ... .. .... . . ......... ........... b . ............ .......... ......... ....... ............ — ................ — . .......... ..... ...... ...... 30 ...... ......... ...... ....... ......... ........ ...................... ............. ........ ............ ........ .......... SCALE 7,,._. 20—HORIZ EXIST. CENTERLINE ELEV (TYP) 10' VERT.' -F- & 16 16 16 1- 16 110k00 171+00 112+00 173100 174+00 115+00 Jaj RECOMMENDED FOR APPROVAL WA57EWATER UTILITY DATE I. zim 876 S!ONALE� - ----4 EXPIRES'. qf,57Zoo SCANNED OCT - 8 1999 5 of 14 24 X k YJ 00 N z a O N 3 Z> °s 3 CSC a (.0 1 °' U7 N a_ `� a I u U) w Ln a N I CD c,-- o 0 + CD a- w c� U J c— LL O Q Of Z U7 L o w � Q o Ld O L' z + LLJ ZLL � Q v) ao mo C)N 00 Z Y U RIO J E 21 \ E Zarll�N C o � � C7 v� 5 o ,2 0 ;n rr �1 Q) 0 v V 1 390 380 370 3601 ......... ...... ........... ...... ......... ........ .................... ......:.. ........ ......... .............. -. ...._. - -- ..................... ........ -9 u SHALLOW SECTION DEEP SECTION _.. ............... �— RIM 366.6 (APPROX.) �. ... ....... .... ..... .. .... .. .... .. ... .... .. .... ... .. .._.. ... i _.._ .t .. RlM 3 _- _- .... .\'.. ........ ... .. ...... ........ EXISTING.. ... L..... .. .. .. ..... .. .. 0 CENTERLINE 24 5 LF OF 24 " PLASTIC ......... ...... ........ ... .. .. .....�. .. \. ..... .. ....... .. ........ ......... .... ...... .. .. -. ... - - -- - �- :368 1 Lf- OF�lB" PVC "� f 029 :.. ........ .. ....... ......... ....... .. 385 LF OF 18" PVC -- INED CONCR TE ®0 35$ 3es eE ,a _ 60 1011- PVC ®_0.359 __:.. _ . -:. . -_'. .... -.... ....... .. . . . . .. . ... ...... .... .... .. ... .. .... .... ........ .... .. ..... .. .... ... ... ..... - STA.:}f9 +57.6 .:- 17' RT 350 _ .... .......... ....... °W/ ............ .._ -._.. ...:- ...__...... ....._.. .. -.. (AS BUILT) SSMH8,. 6OT 36.E 50 E 363.34 W .... __...... ...._.. .. -.. ...._... .- ._.... _... sourN9� _.._....- ......... 350 SSMH7, 66" ST4.115 +35 75' RT KEY MAP NOT TO SCALE SSMH7A, 60" STA..115 +89.6 "PH, ?:746 Kk FK .......... ........ .......... 18. ". IE.W. .358-98-.357.86 E. 18- IE OUT = 3563e 357,86 W ........ 18 °lE IN ..35946.E.... ........... ......:.... .......... - ........... ...: ........ ......... d.� 18" IE PUT = 358.O5W ,j3% . .... .... ......... ..... ........- .- .. -... ...... .. ...... .. ... -.... ........... ..- ........... ........ ..... ......... ............ ,., .._...� -._,. ........ (DEPTH 340 340 ......... ....... ..... ......... ... .......... . ... ...... .......... ........ ._ ......... ....... ....... .. .............. .. _..._. _ ...__ _ _ ..._- ........... .... ... .... 330... _ ......................_:......._..............._...........:_............._........._....-...._.............__............__......_.. _ _ . __ _ _ _ _ .. ......_........................ _ _ _ _.. _ _ _ ... ..... .._ ..... ........ _._............ _._.-......._................. _- ........-- ....._....._.. -_.._ ._.._.........._._.... . ....... _...... ......_. _ .. .. ...... _ ... _. SCALE: 1, >._ ..2,_..H.O.R.I.Z. 330 EXIST CENTERLINE ELEV. (TYP) 1"= 10' VERT. ri r.� b Of N h 115 +00 4 O n h n M 120+00 116 +00 117 +00 118 +00 119 +00 1 I I I I I WASTEWATER UTILITY,. DATE p. ZIMtq� �oFW�YC9'll 0 78 (04/ STONAL Ea EXPIRES q4/ /.2.6C0 e � SCALE: 1" = 20' 0 10 20 40 � 6 r^atf AMM OU a >� 1999 I I 6 of i4 °W/ z O y z KEY MAP NOT TO SCALE Kk FK p. ZIMtq� �oFW�YC9'll 0 78 (04/ STONAL Ea EXPIRES q4/ /.2.6C0 e � SCALE: 1" = 20' 0 10 20 40 � 6 r^atf AMM OU a >� 1999 I I 6 of i4 ;J t 00 �, z z N ya � �o -.z� o .; �� o � Wiz= 3� ,�_ m� /'9 � a Ca z > z 00 t -0 R E > Fti i 410 400 390 ,380 570 ............ .......... ............ ... 449 LF OF 18" PVC ®0.31$ WG EF eF 18" @ 61.359- ......... ............ . ......... ...... .......... ...... ........... ............ ........... ....... ........ ....... q w ....... ........... ... ......... ........... w ..................... ....... .... .. ............... ........ 382.6 LF OF 24- PLASTIC LINED CONCRET-' ®0.359 ........... SSUH10, 60 STA-126+50, J' LT ........... ..................................... ................... 360 ................ ........... ...... ....... 24" IE.IlV ..= ..366.87: 366,30. E.. ................... .............. 18" 3659 OF 366-20 W ............ ........... ............. ........ 1E OUT EXIST CENTERLINE ELEV. (Typ) (DEPTH 725+00 126+00 727+00 128+00 RECOMMENDED FOR APPROVAL W-V J7-"68 WASTEWATER U77LITY DA TE A KEY MAP NOT TO SCALE Ii 01 .... ........ ................... ......... ............... 1"-- 20' i"= 1n' 129 -E 00 zim GGp $TONAIL V F—EXPIRLS '�_/ 6 SCANNED OCT RT. 410 400 390 ,380 ,370 360 lJ0+00 8 of 14 .24 W, c� 00 U z f4 4 z E`za a, s WL E:z, 3 E03a �F I V V C z i 30 +00 131 +00 132 +00 133 +00 134 +00 0 rr vG p. ZIM,y/F im dl� lP�o (/ Nf zT'srq < o 9 fu¢ D] N Q RECOMMENDED FOR APPROVAL R ., '4 /OPIL ECG KE I MAP I.. EXPIRES q o P. alp-side ^- m NOT TO SCALE 32000 z WASTEWATER U77LITY DATE 135 +00 �z4 6,P0% SCANNED OCT - 81999 9 of "14 24 7� 00 Z' oz wa 00 C-0 ri n 0 CD -c CD CD + cf) c cn QO O LL- Z- oo to >- Z LL] me E o CIO ,N 0 z z W 420 1 380 370 360 0 135+00 m > RECOMMENDED FOR APPROVAL WWig .) # % 0 .,2068 Z WASTEWATER U77LITY DATE EXIST CENTERLINE ELEV (TYP) 400 LF OF 22" PLASTIC LINED CONCRETE 0 0.35Z 460 LF 6F f8".@ 6.J5Z- .. ......... ......... ....... 337 LF Of' 22" PLASTIC LINED CONCRETE ®0.359 .:287 t:F OF 16" -@ 6.35- ...... ......... .... ............... ..... 370 ................. ISSM-11J, 60- STA.I38150, 0& RT 18 22- IE IN = 370.52 E 42 W 0' I H DRZ -h;" 22" [E OUT = 370 SCALE' ''I 1"= 10' VERT.* 136+00 I37+00 I38 +00 139+00 LIM 4 13 76 Al KEY MAP NOT TO SCALE --D 2- Lm FX 140+00 A-P., , S'- 22 do' 0A A SCANNED OCT -81999 10 of 14 U 4 �z o� L" Uo 0 �(DO ,� T s s N - w o i N i cr-, 4 0 + U w oQ ~ Un z � 0 0 w z w O Q O z + wQ O J j z w cn V7 • • LLJ LN 0 E10 20 40 420 410 400 390 380 370 360 L Z 140 +00 RECOMMENDED FOR APPROVAL WASTEWATER U77LITY _ I wwp- d' -J"# DATE EXIST. CENTERLINE ELEV. (TYP) .. ..:............ . ........................:........ ............................... SSMH14, 60" .,,�, .4 "4:, -sue 0' RT 24" IE IN= 371,62",371.80 E .......:.............. ............ ....... ...... (DEPTH = 28.2'1) ...... ................ . - ._...._........ 298.2 LF OF 24" PLASTIC LINED CONCRETE p 0.359, �%48-tF�8F- F8=®-9 -35,4` 147 +00 142 +00 743 +00 vv er OB�1P / � ��F�S�aSEt Bpi dlh• 0 24i S�Fe. \ Qi a i KEY MAP NOT TO SCALE j � p Zil �G �op!x"sycy 9 Q 78 �W S70NAL EN EXPIRES 2,(� R ,x,,._ ...20' ..H OR.i.Z. 1"— 10' VFRT. 144 +00 V V a RIM 398.9 (APPROX.) .. ............................... ............ .. ....:.......................... F... 420 410 400 390 380 370 SSMiri> ou- 8tA- 7"ii-F88; O" RT -1&" 22.• IE IN 37292 E -18= 247 IE OUT = 372.82 N (DEPTH.. -: 26.1,L) ............................ . 360 145 +00 A por-� SCANNED OCT - 81999 1 11 of 14 i I VV 00 u 1 Fz t 00 n CD I� C) 0 + --- CD D- Ld <c LLJ w CD + Ln fn D cn U-) F-- Qo at o 00 8E F, w LLJ Da ME \E o z — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — R/W- L�j — — — — — — — --- — — — — — — — — — — — — — — 141 — — — — — — — — — — — — — — — — — — — — — — —_ - - - -.. — — — — — — --a-. 6 CENTERLINE SURVEY CONTROL (SAME AS PIPELINE L OCA 770N) Lu NE SUNSET 13L VD 111+1 Ll 11 11"IL1111 LINED 1111111 ® 1,111 + 424 LF OF 22- PLASTIC LINED CONCREVE 0 0.35% in 262 l=F OF 18' @ 0,35% 499 6F OF 18" @ N22 B+359. W '22"W N54*22'22"W TI T + QZ TI T, TV T' r ------ ----- Acc 408 P 1418 �4 EL k1l, 3� i4 S'l EL� V :596 02: -7 r R/\N 4201 4101... ............. ........... — ..... .................. ....... ...... 400 —390 145+00 0 Co IJ cr) < 7R'COI'M,ND,D FOR APPROVAL . I A 11 746+ .............................. ........................... ............ ........ ........... ................ ............ ................... .................. ............................... ------------ a .............. ............... ---------------------------- ............................... ...... ----------- ---------------------------- r ----------- ink -------------------------------------- ---------- ......................... .................... . .............. ...... ...... ............................... ................ ..................... ........ .... RIM 3974 (APPROX.) ............................................................ ------ ------------------------ ------------------ .... ........ .......... ............. .......... ............. — ..... . . . . . . . . . . . . . . . . . ............................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................... . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. — ...... .. - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING CENTERLINE ................. .................... ....... ........................ ..... ..................... ................. ....... .......... ...... ...... ........... .............. 4SSM1416, . : ....... ..... ........... ----------------- . .......................... ............................ — — -- .. .......... .. .......... .. -24 LFOF22—PLASTC LINED CONCRETE+0+0.359— ........... ........ ... ........... — .............. .. ............................. . .. ........... 60- STA-147+50, 0' RT ............... ... ... .. .... ...... ........ ................ ................. .......... 375.96 E .................................... ....... ................. .......... 18" 22" 1E OUT = 37384 W (DEPTH = 236':+-) ....... — ..... ....................... ............ ........... ...... .................... 147+00 148+00 149+00 P, LIMyTF -0 KEY MAP NOT 1 11111 Alt EXPIR C)d - - — ----- ----- ------- --- p , r SCALE: 1" = 20' 420 0 0 20 ao mlm� 410 ........... ......... 400 ........... ........ ......... ............ ............ 390 380 370 LL: 1"— 20' HO'RI'Z '1 360 1"= 10' VERT. 150+00 12 of 14 SCANNED OCT - 8 1999 IAL Amd�T I 0 04 8 l 10 W_ wz, N 3W > fvi i 00 0 10 20 40 CL C 7 C) + L,J Lg Q—) /-E E L'i C) <c cr— c::) C) 7- - - , - - — R/W — — - -- — ELI� LLJ CD 5 C) W ------ - ------- L _L — — — — — — — — -- — — — — — — — — — — — — — — — — — ---------------------- LLJ I L Q_ D < z �4ac comc-b(0)A 'CASE N 1866483748 E 7311364,0270 4jB 00fl0 vi 4 ----- __ -------- -------- _� 7 6�94 a 00 o ry E E ,-E � 'N > � 370 in ,360 z 750+00 0 LJ) V) RECOMMENDED FOR APPROVAL U 71LI TY _DATE 1 ........... ...... ................ ........... ...................... I— .................................... ........ .. ....... ..... ........ ......... .. ............... ......... ............... .......... ......... ............ ......... --------- ......... ..... . 55MHf8, 60 STA.754�00, O-RT 5 TA. 151 +74 18- fE IN = 376-44 378.28 E _ SSMH17, 60" -9 _ 0' RT 18" IE OUT 376_3f 378.18 W ...... ...... ........ ...... -.45*E ...... ....... ............ ............ . (DEPTH _ ........... ...... 377 f&" 22" 1E OUT = 475.34 77.39 (DEPTH = 16.1'-L-) ........... ............... ............................. ........... SCALE' 20' H+ORIZ.!;' :EXIST CENTERLINE ELEV. (TYP)� I"= 10' VERT. 151+00 752+00 75J+00 754+00 C, Zi 2. Vp s KEY MAP 10NAL NOT TO SCALE ODD Y4" Am 7T, 76 IL IN of. JIY.bl 18. IE -OUT =.3A 7B 379.57. W... 370 (DEPTH 136±) EX. SSM H 1059 (54 J SAT 111111,++12'1+T+ RIM ELEV (J92.9) EX. IE J87.96 .......... i 360 1E OUT 18" N 381.8 (DEPTH 155+00 13 of '14 SCANNED OCT 81999 G� U 7- z w o� N a e :J F p N a c z 3 00 Co N a N a IZ (n L-1 n ch F- J O O Q w O z � O LLA z CD w � z v Q � z � w CD w C-) C J LLJ Q z w � w o n Q w CD a� �o o.. LL-z s= OO �E >-z w w � U o'v C E �Em IN y f ry 7' F O 6� \a O I� MORTAR FILLET 81 DWG BR29 FOR MANHOLE FRAME AND COVER DETAIL ADJUSTMENT (4" MIN.) FLAT TOP (OR 2' ECCENTRIC CONE) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE SECTION BY PIPE INC., OR APPROVED EQUAL. PIPE SIZE PER PLAN LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN PLACE SHELF. 60" SANITARY MANHOLE TYPICAL DETAIL NTS vim MORTAR FILLET z 0 12" NOTE ALL SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. DWG BR29 FOR MANHOLE FRAME AND COVER DETAIL ADJUSTMENT (4" MIN.) FLAT TOP RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED SEWER PIPE 6' a a a DEPTH AS `REQ'D FOUNDATION MATERIAL AS DIRECTED BY THE ENGINEER FOUNDATION MATERIAL SHALL CONFORM, TO SECTION 9- 03.9(1) BALLAST TYPICAL TRENCH SECTION OPEN CUT SECTION NTS EXISTING' CONCRETE PAVEMENT DEPTH VARIES 0" TO 8° 1. PAVEMENT DEMOLITION NOTES NATIVE BACKFILL IF SUITABLE. MICRO a IF NOT SUITABLE, BACKFILL THE EXISTING PAVEMENT MATERIAL AND DEPTHS NOTED ON THE PLANS ARE BASED ON TEST BORINGS °a ° MATERIAL PER 9 -03.14 GRAVEL BORROW AND < INFORMATION OBTAINED FROM CITY STAFF BASED ON PREVIOUS PROJECTS. THIS INFORMATION IS a ° APPROXIMATE AND IS PROVIDED TO ASSIST THE CONTRACTOR IN DETERMINING THE REQUIREMENTS FOR FLEXIBLE PIPE BEDDING PER 9 -03.16 SAW 'CUTTING AND DISPOSAL OF WASTE MATERIAL. NE SUNSET BOULEVARD HAS BEEN IMPROVED ' e SEVERAL TIMES, AND THUS AREAS EXIST WHICH MAY HAVE THICKER SECTIONS OF PAVEMENT THAN SHOWN ON THE DETAILS. SEWER PIPE 6' a a a DEPTH AS `REQ'D FOUNDATION MATERIAL AS DIRECTED BY THE ENGINEER FOUNDATION MATERIAL SHALL CONFORM, TO SECTION 9- 03.9(1) BALLAST TYPICAL TRENCH SECTION OPEN CUT SECTION NTS EXISTING' CONCRETE PAVEMENT DEPTH VARIES 0" TO 8° PIPE DIAMETER EXISTING ASPHALT PAVEMENT DEPTH VARIES 6" TO 17" MICRO PAVEMENT PAY LIMIT = 10 FEET NOTED ON PLANS OPEN CUT TUNNELING AUGER BORE 18 PVC 9- -05.12 SEE 10 -03 OF THE SEE 10 -04 OF THE � v 2. EXISTING UTILITY NOTES A.) POWER, TELEPHONE, GAS, SEATTLE WATER, AND CABLE: EXISTING UTILITY LOCATIONS ARE SHOWN ON THE PLANS FOR THE CONTRACTOR'S INFORMATION. LOCATIONS OF THESE UTILITIES ARE APPROXIMATE AND ARE BASED ON RECORDS SUPPLIED FROM EACH UTILITY. THE DEPTH OF EACH OF THESE UTILITIES IS SHOWN ON THE PROFILE AND !S BASED ON TYPICAL LAYERING DEPTHS FOR EACH OF THESE UTILITIES. HOWEVER, THE ACTUAL DEPTH IS UNKNOWN AND WILL VARY SIGNIFICANTLY. B.) WATER: THE VERTICAL AND HORIZONTAL LOCATION OF THE EXISTING WATER MAINS AS SHOWN ON THE PLANS ARE APPROXIMATE AND BASED ON DISCUSSIONS WITH CITY STAFF, AND A SURVEY OF THE EXISTING VALVE LOCATIONS. C.) STORM: THE EXISTING STORM SYSTEM WITHIN NE SUNSET BOULEVARD IS EXTENSIVE; THUS, NUMEROUS STORM LINES COULD NOT BE ACCURATELY LOCATED. LOCATIONS OF CROSSINGS IDENTIFIED ON THE PLANS ARE BASED ON THE KNOWN LOCATION OF A NEARBY STORM FACILITY AND AN ASSUMED SLOPE. D.) UTILITY CONFLICTS WHICH MAY OCCUR DURING CONSTRUCTION SHALL BE RESOLVED IN THE FOLLOWING MANNER: - IF THE PROPOSED 18" SEWER TRUNK LINE CONFLICTS WITH ANY UTILITY, THE UTILITY COMPANY SHALL BE CONTACTED AND THE CONTRACTOR SHALL COORDINATE WITH THEM TO REALIGN THE CONFLICTING UTILITY. E.) THE CONTRACTOR SHALL CONTACT A ONE -CALL UTILITY LOCATE SERVICE PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER AND THE UTILITY COMPANIES WHEN CONFLICTS OCCUR. F.) THE CONTRACTOR SHALL CONTACT THE SEATTLE WATER DEPT PRIOR TO CROSSING EXISTING 36" WATER MAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIREMENTS ESTABLISHED BY THE SEATTLE WATER DEPT FOR THIS CROSSING. 3. TEMPORARY STREET RESTORATION NOTES A.) THE CONTRACTOR SHALL PATCH ALL TRENCH CUTS AT THE END OF EACH WORKING DAY WITH A TEMPORARY ASPHALT PATCH, EXCEPT FOR THE LAST SECTION OF THE TRENCH WHICH CAN BE COVERED WITH STEEL SHEETS. THESE PATCHES SHALL BE COMPACTED WITH A ROLLER COMPACTOR TO A DENSITY WHICH WILL PROVIDE A SMOOTH, FIRM SURFACE FOR VEHICLES. THE PATCHES SHALL BE MAINTAINED DAILY THROUGHOUT THE DURATION OF THE PROJECT TO PREVENT POT HOLING AND RUTS FROM FORMING. ALL POTHOLES, RUTS, AND BUMPS MUST BE REPAIRED IF THE DEFECT EXCEEDS AN INCH IN DEPTH OR HEIGHT. B.) AT THE END OF EACH WORKING WEEK THE ENGINEER WILL INSPECT THE TEMPORARY PATCHES. IF THE TEMPORARY PATCHES DO NOT PROVIDE AN ADEQUATE DRIVING SURFACE, AS DETERMINED BY THE ENGINEER, THE CONTRACTOR SHALL INSTALL THE PERMANENT PATCH AS NOTED ON THE DETAIL SHEET. SAWCUT FOR FINAL PATCH (TYP.) S%2` 3" CLASS 'B' AC PAVEMENT 7" CLASS 'E' AC PAVEMENT (MINIMUM 2 LIFTS) av o CONCRETE SECTION BY PIPE INC., v° v a ° 16" CRUSHED SURFACING OR APPROVED EQUAL. v, BASE COURSE PIPE SIZE PER PLAN LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN -PLACE SHELF. 84" SANITARY MANHOLE TYPICAL DETAIL NTS WASTEWATER URLITY DATE 1' MIN TRENCH- WIDTH VARIES 1' MIN MAXIMUM PAY LIMIT = 7FT NATIVE BACKFILL IF SUITABLE. IF NOT SUITABLE, BACKFILL MATERIAL PER 9 -03.14 GRAVEL BORROW TYPICAL ROADWAY RESTORATION DETAIL G� W''�MFq OPEN CUT SECTION �e�;� °F NTS m ONALE EXPIRES 4. PIPE MATERIAL TABLE CONSTRUCTION METHOD PIPE DIAMETER MICRO NOTED ON PLANS OPEN CUT TUNNELING AUGER BORE 18 PVC 9- -05.12 SEE 10 -03 OF THE SEE 10 -04 OF THE SPECIAL PROVISIONS SPECIAL PROVISIONS * SEE DIVISION 10 OF THE SPECIAL PROVISIONS FOR ALLOWABLE CONSTRUCTION METHODS' IN DIFFERENT AREAS. THE CONTRACTOR MAY 'SUBMIT ON ALTERNATIVE PIPE MATERIALS. SUBMITTAL WILL BE REVIEWED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. SCANNED OCT 6t I L L 6 T 14 of 14