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HomeMy WebLinkAboutW-382416a z MATCHLINE: SEE SHEET W-18 � I 00 I co m NI I I c • > O D n N m [n V1 > m n n D !n Vl m DO tp I ;•, om� r +�. I O to N t.+j IC o PROPOSED STORM DRAIN. SEE o I SHEET SW-5. D o cnii it CID ` D n O.� > C, II w m « < _ N m n m wcwii HD Q U w , 0 �Tl NNE . . ~ S o cD z LU I wl"vnizo PN 0N<�� Ni �m J:�:.°. �11 S S PB 0 w O cn = 0 o I w G (b O m O N, IvOmzOD �l o0�zom a SSS R - - _mm N D A m wCG II 3> n�n mn < I�_ LO 3 HIGH AVE S - LL I Or A m PARCEL: 329470-0300 > U TYPE i63 .00 N I z0 z w c 0 m Q IPE S) \ I p• SEE SHEET W-16 EAVE * cn TH � m v w - PE N) i57.40 \ GRASS AVE LIJ .PE I - 4� 0 > m o Rn\ pON Rl R 0 4° 4 6•u, .. ASPHALT AND OPERA77ONAL 809 HIGH AVE S PARCEL: 329470-0301 "'1Fp;74'qV7, coyC GRASS •DR 44 SV9 1) Y. .W GRAS S PED r 4 GRASS GRASS 'DRIVEVE+" wllm Aix \ - m .o V sD o Z AVE --_ EAVE m 0 rn A O_ O �y o FTl m FLI m m PE ED m 0 N ` O 0 m n pCNOm \ z] II omo�o�oi II -I wuw II s 0 I r m m" m 0 1 �„i GG -' N W, -� m 1 6 o m 812 HIGH AVE S It 9 PARCEL: N I oG _ C, o cD `O 329470-0370 CB TYPE I N F, N N N I > o 0 N � n 0 RIM-363.99 Q • IE=362.19(8"CONC N) f.9 p v `n m I 0 0 0 0 0 -> z0 000 IE=362.14(8"CONC E) o �' 0 0 0 � BOT=361.69vvv �vV SSS I _ c PROPOSED STORM DRAIN. SEE o N I SHEET SW-5. m REPLACE EXIS77NG MONUMENT I � � C, •I Q m I 1 RD m / m < I UO 0 GSS R a'p S�wu3�2 Q � _ n I D I o D II�� �y LE m(10 > CC On �I a4° r -I Sl0 4 P a m m rW COCA 6 VCP R I ° L LAN1 w w mm�PCTH > G, o0o Nm�.> o= rn C) m g m h Crn w m 0 Q' h Tm1 ^ m m cc AS F 1 11 �J 0 00 n 0 I��nE� oil II f II Z< 00 I vni II W= In m y �vv r in cn I m z �Iu Ow,`°0 cD CD o Nm D N n RR`OW c�,JNmW PH OF 4�1�V 0o MATCHUNE: SEE SHEET W-16 DF 91-800-424-55 RE SHOWN ONE -CALL RERENCE ILITIES ONY ACONTRACTOR OR JWALL FIELD LOCATE ALL EXISTING ILITIES A MINIMUM OF 72 HOURS Knowwharsbelow. PRIOR TO CONSTRUCTION. Call before you dig. 810 HIGH AVE S PARCEL: 329470-0371 805 HIGH AVE S PARCEL: 329470-0310 BRICK COL W/ MAILBOX AND LUMINAIRE GRASS DEACT 9+45.5, 5.1'LT z cYir STA. 9t46..,, ��-� HIGH AVE S INSTALL: 1 - 87W 7EE (AFL) 1 - 6- GV (FLxMJ) 1 - 8" SPOOL 1 - 8" GV (MJXW) FLXMJ 801 HIGH AVE S 1-8" ADAPTER(FLXMJ) PARCEL: 721 HIGH AV 329470-0311 S PARCEL: 329470-0321 EAVE GRASS = �. CLE ON CRW PLATFORM n CB TYPE I GRASS 4 `} ` GONG RIM=367.92 C DRPVE: ESCAPE G NC E=366.➢ .GONC, GRASS If•- � � � � I17(6"GONG E a� BOT 365 72 �- VE' 4ICAee :8' Y q 8'DWY ' �, GRASsb`� SVJ S C1f SVID SVD W _' W' 4 W° ° 10'D4 CAA W Y GRASS GRASS 4 CON'C': GRASS )AVE- GRASS WATER VALVE N SDMH RIM=367.89 RIM=368.55 TW=366.04 IE=365.16(6"CONC W) IE-365.16(5"CONC E) IE=364.46(12" CONC N) IE-364.31(12"CONC BELLED S SVID a SSCO(R) PUBLIC RIGHT -OF 20:DWY CONE 6R1V -CB TYPE RIM=368. 3 ASPHALT SVJ 26fO"W 666.07' r ' - is n�:.7.ti:I1J= ' I ]momi N -4mmom- 0 20 40 1 "=20' 709 T HIGH AVE S 32 DER STD. DETAIL 310.1 GRASS GRASS 4 pp- GRASS GRASS 'ANC: In 0 DRIVE, 4 W .�-..� Cldq 4'L�W. WM , .4'CW' ., d0'DWY • '.4 CW: .. I SSCO(R) IE=365.4 (6"CONC E) IINSTALLED AND OPERA77ONAL IE=365. 3(6"CONC W) 1BEFORE NEW STORM IS INSTALLED. BOT-36 .93 AVE KEY MAP 715 HIGH AVE S PARCEL: 329470-0320 9+47.3. 28.9'LT S 9 SVrw S G(..1D Q 13i a �V`J V9 SV9 to DEACT 2 C P rn +oo269LF 8" CL-52 DI W/ POL AP W _ - y- 6"VCP R =�> Q W P ASPHALT y A AT w TO BE ABANDONED W GRASS x P F ly. e4'.0 Vfi' < .23 �WY .•4[CW "1.7 DW SET L CAPE GONG .GRAVEL' GB . ° GRASS GRASP SDMH RIM- - 6 IE-36 PROPOSED SANITARY SEWER. eor=364.01 \ \�\� - 6.56(4 ADS E) IE-365.16(12"CON S) \\ ������ SEE SHEET S-9. EAVE PROPOSED STORM DRAIN. SEE BOT=364.56 SHEET SW-9. 720 HIGH AVE S PARCEL: 714 HIGH AVE S 806 HIGH AVE S 329470-0350 PARCEL: PARCEL: 329470-0351 329470-0360 802 HIGH AVE S AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE) CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE MARKUPS WERE MAINTAINED BY LASER UNDERGROUND & EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND & EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND ACCURATELY REFLECTED HEREON. ORIGINAL PLANS STAMPED Ott: AN R KYGANGANDT Ok8/19/17 PARCEL: 329470-0361 PROPOSED SANITARY SEWER. SEE SHEET S-9. WATER NOTES• 6Q APPROXIMATE LOCA77ON OF EXIS77NG SANITARY SEWER 1Q 3' COVER MIN/MUM. (TYP.), UNLESS OTHERWISE SPECIFIED. SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE SEWERS ARE AT APPROX. 2'-5' DEP7H. CONTRACTOR 2Q REMOVE EXIS77NG FIRE HYDRANT. SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT LOCA77ON AND DEPTH. LOCATE WATER MAIN PIPE JOINT A 3Q CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR MIN/MUM OF 6' FROM SEWER CROSSING, OR AS APPROVED ABANDONED VALVES) BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED SIDE SEWERS AT OWN EXPENSE AS FOLLOWS. REPLACE EXISTING 3/+" WATER SERVICE WITH NEW 1' WATER SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL -VITRIFIED CLAY- RE-SEC77ONED W1774 PVC PIPE SPOOL SERVICES) CONNECT NEW METER SETTER AND NEW AND FLEXIBLE FERNCO COUPLINGS COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. 5Q POTHOLE IN 77-I/S LI77ON AHEAD OF WATER MAIN -CONCRETE.• RE-SEC7101VED WI774 ROMAC SADDLE INSTALLA7101V TO ESTABLISH LINE AND GRADE. -PVC: RE-SEC71ONED WITH RIGID COUPLINGS OR A ROMAC SADDLE 7Q EXIS71NG WA7ERMA/N MUST REMAIN ACTIVE DURING CONSTRUC770N. INSTALL NEW WATER MAIN BELOW EXIS77NG WATER MAIN lF NECESSARY. 712 3: NOTE. • ALL PIPE SHALL BE BAGGED AND SEALED FROM POINT OF DELIVERY THROUGH INSTALLA770N. SURVEYED: BRH SCALE: „-20' -�i HORIZONTAL DADV1983/1gs1 DATUM Al TV �I T O�� R E N O V Planning/Building/PDbll� Works Dept. RENTON HILL UTILITY REPLACEMENT HIGH AVE S STA. 4+50 TO STA.10+50 PROJECT DATE: 06/19/17 DESIGNED PiAEGoe°oK: °R"w" AW NINE INCH DRAWING Na: W-11 CHECKED AW AG AT F LF SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED sHEEr: 1 9 OF 88 W 0024