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Home My WebLink AboutzS-2901Set0 Q ° va i �_ n z cl- n W LLJ Ct z LI- Z ® � r a � N s1( Q I UN I 4 a u--� N w ig sfIa��G� 11111 winn�l 7 Q z o a z z u w z - ce CL a- W a rl J r i r t U' L .C, ICI AVE. ICI e h. �'�L E 6. 00 W / l 7"0� 18 +00 \ ,3' \ \ +00 < I - 10 0 __�_ - - - - - -� -- - -- - -- _ Ff_ - - -- - -- - 91 / , 328.7# = 0'� Q� '-E- 0 n-L J T 6+71.2 INTX NORTH Y ,, J1 PRO ERTY ONE- - --- - - - - -- IVEWAY / 7 6 '4 3 I 2 3 1 i I I 5 i , I I 1 I I - Q � /N FF =370.42 1 IN FF= 366.93 1 M =364. .I I MIN FF =3 .211 MIN FF= 359.81 �N FF =361.1 rI N FF= 362.3 IN FF z 0 30,' +39 1 \2 F 76 �\ I S TEE 1E =365 C� O +ZB - - - _ - - S TEE 1E =35 .9 +73 S TEE 1E =355. �7 TEE 1E= 356.92 v J ;' I S TEE 1E -361.S TEE =35 1, S STUB 20L S TEE 1E =354. 1 S TUB 20LF S STUB 20L SS STUB 20LF N S#C2 lF_= 365.42 ! $S STUB 20L 2,�g !E -3 .31 %�S SiU 10 �S �ST�U 20LF� 29> 1E= 357.32 -2 2� 1E =356.1 GRAPHIC SCALE = ; `- - = -2-/ _ E =354. � - - -k - - J 20 0 ,o 20 b ,'- - - w - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - PAVED ACCESS TO Q� 44 20' Uf LIT i' - -- - - - - - -- - - -- - -- - /- "SEWER MANHOLE Q ( IN FEET) ' too 1 inch - 20 St -z' $� _ _ _ _ 1 F/ _ _P _ S_= _7.07% 12266LF_ 8_" PV_C -3.0 5% ; _ _ _ _ _ _ _ _ / ' _ _ _ _ _ _ _ _ _ _ SSCOjq -8" -STD. Ino, 4'45LF 8' PVC 1� 1 +00 - L' - 2100 3 +00 J +14 A NEW SSCO 0+00 -8 LIN57 - - - - - - - RIM-J75. 00 Op. �7 00% / 1 ( IEa367.04 OUTS Y 0+80 20' U /L/ Y ASEMEI�I SSMH 1- 48 " -STD.S 2+37 r -�� 1 I I SS TEg' /E= 3C l b� I 1+26' I NEW SSMH 1 +97. A NFL SS TEE IE =3 5.71 I \� I= 1 +85 - BLlIfE / SS -SPUR 14 LF S,S TEE lE =3,5L3, �' 50 SS STLh ?ELF SSBTEE 1E= 35707 SSMH 2 48 ST0. / I I I 1 / S =2,% IE= 361.661 15S STUB 1,4' LF 1 /E =3 N& 1 S 29 /E= 355.99 1 I # - O+ 7 S =2� IFr-358.41 �' 1E= 354.00 -OU SS STUB 14LF NEW SSMH 1 S TEE 1E= 364.521 9 1 1 i 10,11 I �, 1 1 1 S =2X IE= 357.35 I 3 +14 - B LINE I SS S B 364.80 / ' ' MIN FF= 12 / 1 / 4 IEl 358.00 -OUT N MIN FFr363.41 I MIN FF>- 358.48 11 1 1 MlN FF= 362.35 MIN FF =36� 66 I MIN FF= 369.80 1 1 _ ; +25 1tr/ 1 MIN FF =360.99 1 I , 1 1, 1 1 +27 SS TEE 1E =3 21 o I 1 / , "� I ,' ' I I SS SS STEB 2 LF 4 SS SPJB 14L I _ c= nor IE_ z z -L, F I I r� r v 1E =353 Q- I SSMH�3 -48" -STD. f+f00i2'10'W 3MUDD 138.52' - 0+45 1 B /N �L 195LF 8" PVC R.'M,= 372.10 IE- 363.86- UUT -S - - - - - - -a - e e -e- �e a -o- a -o /E =363.96- IN -N RESTORA77ON NOTE.' ^� , �ry THE EXISTING FENCE CAN ONLY BE INSTALLA77ON OF SANITARY SEWER PIPE WILL BE ?'h 2I (b CUT OR MENDED AT THE CORNERS. LIMITED TO 7HE EXISTING SEWER EASEMENT. EXISTING 3 ALL EXIST NG FACILITIES AND I ANDSCAPING rASPHAL T TENNIS NO TE.IMPROVEMENTS SHALL BE REfTORED TO THEIR RT WITH orn THE CONTRACTOR SHALL CONTACT THE OWNERS EXISTING CONDIl70NS OR BrTTER. CHAIN LINK N OF THE HILLTOP APARTMENTS IN WRITTING AT LEAST TENNIS COURT TO BE RE -Sl ACED i7ENCE. 1 0001 48 HOURS IN ADVANCE OF ANY WORK TO BE AND RE57RIPED. ' Z PERFORMED ON THEIR PROPERTY INTX SOUT ?TY LINE +00 CONSTRUCTION NOTES' 1. ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO 7HE CONSTRUCTION DRAWINGS TECHNICAL SPECIFICATONS, THE UNIFORM BUILDING CODF(1997 EDITION) AS AMENDED BY CHAPTER 51 -40 OF THE WAC, THE RENTON MUNICIPAL CODE, AND THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 2. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCES WHILE PERFORMING CONSTRUCTION WORK ON THIS PROJECT. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURES AND ALL STRUCTURAL COMPONENTS UN77L ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE 1417H 7HESE PLANS J. ALL EXISTING U77LI77ES INDICATED ANYWHERE ON 7HE DRAWINGS HAVE BEEN PLOTTED FROM THE BEST INFORMA77ON AVAILABLE TO THE ENGINEER AND THE SURVEYOR. THE SOURCE OF INFORMATION GENERALLY CONSISTS OF CONSTRUC77ON RECORDS, U77LITY LOCA7ES AND OTHER aATA OBTAINED VERBALLY FROM OFFICIALS ASSOCIATED WITH THE PAR77CULAR UTFUTY. OWNER AND ENGINEER DO NOT GUARANTEE NOR ASSUME RESPONSIBILITY FOR THE ACCURACY OF THIS / NFORMA77ON. IT IS UNDERSTOOD THAT OTHER ABOVE GROUND AND UNDERGROUND FACILI7ES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUN7ERED DURING THE COURSE OF 7HE WORK. THE CONTRACTOR SHALL VERIFY THE 7RUE AND CORRECT LOCA77ON OF EXIS77NG U77LI77ES TO AVOID DAMAGE OR DISTURBANCE. THE CON7RACTOR SHALL REPAIR ALL DAMAGED U77LI77ES /MMEDIA7ELY. CALL BEFORE YOU DIG 1 -800- 424 -5555. z 6R wP - 27 -,tf*/ EX. 15' CITY OF RENTON SANITARY SEWER EASEMENT I PER HILLTOP PUD RECORDING NO. 8507191200. SEE SHEET 10 OF 17 FOR i SANITARY SEWER PROFILES. OPENING 1 -- -- ----- - - - -- 3 y '4PAR oP PUD �6�� Ir;�l I 63¢g %<< r0/" APAR7V MRNTS le 1 RNts EX YARD DRAIN 4 U r =360.65 N IIZi{ 1E-,359.85 -4 PVC 1 _ EX SS MH 0 +00 - A LINE r , I = 361.61 ------ -4E= 352.11 -8 "W CORE DRILL & EXTEND y EAST. RECHANNEL AS REQUIRED. CONTRACTOR TO VERIFY ELEVA TONS. �315 " EXISTING IMPROVEMENTS AND UTILITIES U „G" ARE BASED ON FIELD SURVEY INFORMATION X11 AND THE CITY OF RENTON RECORDS. 14 1 a CONTRACTOR TO VERIFY AND UTILIZE - a ONE CALL BEFORE ANY CONSTRUCTION. a� ��1��EX. 113 LF 8" PVC �1 � S= 0.5% ] I EX CURB cj I I II I ROLL I �9 F R 07 RECOMMENDED FOR APPRON/ ti1� B BY !7• �'_ af%sinl lj1R H. T 41 OF WASy'1 G h 9470 1/ /ov T, EXPIRES 6/22 /OL r 0 1-) ..S'- '9 c�,02 L�L 10 �9 F K 01�2 1quhr,1N AVh. IN. h. 'I'l - I I i -1( 0 - - - - — = - - - - - - - - - - - - - -- # 10+00 INTY SOUTq 00 10 0 11 PROPERTY LINE + 7tO 8+00 C. 6� 00 +00 �7, L:p 7 6 -------------- 0. g, 7 657-37�C4 191 0 i I �7 C) 45+7 NOR 2� 7XR�7HI IN vjt:b Y ARTI' — PRO LINE PAVED Z 71 I R1VEWAY CL ct: Lu All 7 5 ,14 2 LLJ LQ -F= J6 1. 1�\, "F=362.3�\\, __j 70.421 1 �/N FF=J64., -3 .211 MIN FF=359.811 MIN 7" FF=,366.93 MIN FF LLI 3,56 z 0 30, 15 \24 76 S �5z TEE 1 0+ TEE IE=35 r7J _____7__4;&_TEE IE=356.92 S TEE IE= . 7EE' S STUB Z "T�- L, � 8 STUB 20 TEE 1E=J54,1 STUB 20LF STUB 20LF Cs IS TEE 1E =36L S�27 IE=365. 2,- IE-- STUB 20LF �=27_, /E7 F7?7ff=j5 7. J2 GRAPHIC SCALE zo 1. 20 so ACCESS TO �T -- - - - - - IT- SEWER MANHOLE 20' U�LJTY IN FEET LA�iLkfk I NI 10, ON v Al . III f I inch 20 ft. F1' 'P _S-�7 1-26LF PVC - - - - - - - - -- -S -D 00-�5LF 8" P 0 7+00 q 2+00 J+uu 3 +14 SS 0#14 NEW SS O'�0+11 -B LINE,140 i - - _7-74:81S`7D1 RIM=J75.00 - F IE=J6704 OUT S - +80 �20' Y 1 ta y- u I I SS T�F, IE-=361 NEW SSUH 1+97.,4 z 174 TEE 1E =3 .31 1+85 - B LI 8.4A SS TEE IE= SSSTUB 14 Lf Ss 'STUS-14LI, 2+81 1 C6 STUB 1,�K LF SS TEE IE=J57;07 -STD. r 5=2X, IE=36 S,-=�2_,% IE= 155;:99 O+X1 S=2X IE--J58.41 q SS STUB 14LF 151 NEW SSMH 5=2X l IE=357- 3+14 - B LINE Z& ta (A 0 TEE IE=J64.� 10: -40 RIM=J65.70- 5S STUB 14 LF�� I l , (, 12: J K � I � 4 �'11' MIN = .. S=2,- IE=364.M � � /I i : / 11 i 14 IE=368.-60-OUT N MIN FFrJ58.48 2171 MIN FF=J62 35 MIN FF;=363.4 1: 23 FF=J6046 MIN FF=J69.801 .0 7- 1+27 __1 MIN FF=J60..gg SS TEE 53 R, -7 SSS 2 TEE IE=3f4. SS STUB 14L \ -7 C 211044 lei" "-J L —/'-J IE= s=27-, IE=,5T -7/_ Q_ �190 B LINE 195LF 8' PVC - -� ®� !SMHj_ N0072'10"W .328.89 0, ;1-� Rlm--Q--�o 37227 IE=363.86- OUTS 36agZ- -- - - ---- -- 1E=36aq6 IN-N3 -'RESTORATION NOTE- THE EXISTING FENCE CAN ONLY BE INSTALLA 77ON OF SANITARY SEWER PIPE MLL BE CUT OR MENDED AT THE CORNERS. LIM17ED TO THE EXISTING SEWER EASEMENT EXISTING ALL EXIS77NG FACILITIES AND LANDSCAPING ASPHALT TENNIS NOTE. IMPROVEMENTS SHALL BE RESTORED TO THEIR COURT WITH THE CONTRACTOR SHALL CONTACT THE OWNERS EXISTING CONDITIONS OR BETTER. 10' CHAIN LINK OF THE HILLTOP APARTMENTS IN WRITTING AT LEAST TENNIS COURT TO BE RE-SURFACED FENCE. ml 48 HOURS IN ADVANCE OF ANY WORK TO BE AND RE57RIPED. 2 PERFORMED ON THEIR PROPERTY. EX. 15' CITY OF RENTON CONSTRUCTION NOTES. SANITARY SEWER EASEMENT1 SEE SHEET 10 OF 17 FOR PER HILLTOP PUD 1 1. ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE CONSTTUC`770N1 DRAWINGS RECORDING NO. 8507191200. SANITARY SEWER PROFILES. TECHNICAL SPECIFICATIONS, THE UNIFORM BUILDING!, CODE(1997 EDITION) AS AMENDED BY CHAPTER' 51-40 OF THE WAC, THE RENTON; MUNICIPAL CODE, AND THE � CITY OF RENTON STANDARD PLANS & SPECIFICATIONS FENCE 2. 77-IE ---OPENING CONTTACTOR SHALL TAKEALL NECESSARY PRECAUTIONS TO PR07ECT THE PUBLIC AND PREVENT NUISANCES ; - ------------------- WHILE PERFORMING CONSMUC77ON WORK ON TVIS PRO - -- ---- --- -------- JECT CONTRACTOR'� SHALL PROVIDE TEMPORARY BRACING /lop 00 - FOR THE S7RUCTURES AND ALL I STRUCTURAL COMPONENTS UNTIL ALL FINAL COIVNEC77ONS HAVE BEEN POD 1� .0 COMPLETED IN ACCORDANCE W77H THESE PLANS. I i . I' � I Op APA '4PAR, R 4 �Rl v /-s J. ALL EXIS77NG U77LI77ES INDICATED ANYWHERE ON THE DRAWINGS HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE ENGINEER AND 7HE SURVEYOR. THE SOURCE OF INFORMATION GENERALLY EX YARD DRAIN CONSISTS OF COA(S7RUC77ON RECORDS, UTILITY LOCATES AND OTHER DATA OBTAINED VERBALLY FROM OFFICIALS ASSOCIATED WITH THE PAR77CULAR U77LITY OWNER AND ENGINEER DO NOT GUARANTEE NOR IE=�J59.85-4"PVC 9 uj ASSUME RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMA 770N. It IS UNDERSTOOD: THAT OTHER cal ABOVE: GROUND AND UNDERGROUND FACILITIES NOT SHOWN ON 7HE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK THE CONTRACTOR SHALL VERIFY THE TRUE AND CORRECT LOCA77ON F EX SS MH 0+00 A LINE OF EXIS77NG U77LI77ES TO AVOID DAMAGE OR DISTURBANCE THE CONTRACTOR SHALL REPAIR ALL =361.61 m DAMAGED U77LI77ES IMMEDIATELY --- J_-1E=J52.11-8"W CORE DRILL & EXTEND EAST. RECHANNEL CALL BEFORE YOU DIG 1-800-424-5555. AS REQUIRED. CONTRACTOR C5 TO VERIFY ELEVATIONS. OL N1 - /1 3, �Q z u _0� EXISTING IMPROVEMENTS AND UTILITIES < w 1 14 1 Z ARE BASED ON FIELD SURVEY INFORMA 77ON z z z 0 AND THE CITY OF RENTON RECORDS. En RECOMMENDED eu CONTRACTOR TO VERIFY AND UTILIZE Z z z -- ---- - FOR APPRON/ o ONE CALL BEFORE ANY CONSTRUCTION. H. EX. 113 LF 8" PVC 41 S=0.57 B B EX CURB L3 u By-_ 70 BY--- > >1> 1 D' al EXPIRES 6/22= W-P-27-2"l SCANNED FEB 15!2002 S'�,Pjlejf SCANNED MAR ';0 5 ZNI Ll FF 01- T'l-P, '014 II i I III 1. �F 3, V n 0 0 I O N O V/ ��, CL W Z Lu Lu g W W >- z Q I<-- O R Z U) N PORTION OF THE SW 114 OF THE SE 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RFNTON STATE OF WASHINGTON f Ot 00 N �a 0 +00 380 360 SSCO,#1- 8' -STO. cn f8 °PVC - o NEW SSCO 0 +0 RIM= 375.00 A® 0 +00 - A a 1 ¢ a ,Z, P v C 3 N i '� 340 � co o 1E 352.11 8 "W � � S_�� CORE DRILL & EXTEND F y SSMHI# -48" -STD. Ot 00 N �a 0 +00 380 360 SSCO,#1- 8' -STO. 19 f8 °PVC - o NEW SSCO 0 +0 RIM= 375.00 EX SS MH 0 +00 - A /NE LF 8' P v C 1E= 36704 -OUT ® � F o 1E 352.11 8 "W � S_�� CORE DRILL & EXTEND SSMHI# -48" -STD. SCALE EAST. RE ANNEL HORIZ 1'" 20' AS REQUIRED. CONTRA TOR VERT 1 " 10' TO VERIFY, ELF pVC S= B LINE Ot 00 N �a 0 +00 SSMH//2- 48' —SM NEW SSMH 1 +97.48 — A LINE = 1 +85 — B LINE RIM= 364 90 .7Z4 70 IE= 354..40 —IN N &S 954!30 1E =35$-60 —OUT W 3544 4f0 340 SEE SHEET 9 OF 17 FOR PLANS VIEW 1+00 SEWER' A LINE S m D/® 1 +00 2 +00 3+00 380 360 SSCO,#1- 8' -STO. o II €�1 @@ 1 ° D NEW SSCO 0 +0 RIM= 375.00 LF 8' P v C 1E= 36704 -OUT ® � F o IAL GRADE h r\ � S_�� SSMH//2- 48' —SM NEW SSMH 1 +97.48 — A LINE = 1 +85 — B LINE RIM= 364 90 .7Z4 70 IE= 354..40 —IN N &S 954!30 1E =35$-60 —OUT W 3544 4f0 340 SEE SHEET 9 OF 17 FOR PLANS VIEW 1+00 SEWER' A LINE S m D/® 1 +00 2 +00 3+00 o w 0 +00 0 m 1 +00 2 +00 3 +00 SEWER B LINE 380 360 EX. GROUT D LF 8' P v C — - _ _ F11 IAL GRADE S_�� SSMHI# -48" -STD. 9f ELF pVC S= B LINE SSMH,# - 48 " -SR3. 9, SSMH 2- 8" -STD. - 0 +4 - B LINE RIM= 3TZ 1E= - OUT -S % 6332 SCALE SSMH# S -48" -STD. MH 1 +97.48 - A LINE NEW SSM 3 +14 - 15 LINE lE= - N -N I G3: Z HORIZ :1 ' =20' ' lM= RIM=-76' .3�f•96 _ /E =3580 OUT N'. VERT 1 =10' lE= IN N &S 56 3S%9 1E= -OUT W n h o w 0 +00 0 m 1 +00 2 +00 3 +00 SEWER B LINE 380 360