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HomeMy WebLinkAboutTED4003417.4a o� b � as o �Ln o J o I � N � Ln o N u Ki o a� ROW ROAD I I 26' ACCESS EASEMENT 3' 20' DRI VEWA Y J W ZI I WI2. 0% 6"CRUSHED ROCK ROAD A NOT TO SCALE 30' RIGHT OF WAY 10' 1 EXTENT OF RIGHT-OF-WAY IMPROVEMENTS >18' TRAVEL LANE VARIES 0.5' SAWCUT_\ 6.5' 5' 6' PLANTER SIDEWALK 2' \4" CONC. SIDEWALK .. CLASS . AC PER C.O.R. STD PLANS 6"CRUSHED 'ROCK \�\ F005 & F007 NOTE MUST MATCH EX. 1 " WA TER EX. 8" WATER MAIN EX/STING THICKNESS DEPTH APPROX. DEPTH APPROX. OR GREATER CONC. CURB & GUTTER PER C.O.R. STD PLAN F001 EX. 16" GAS MAIN DEPTH APPROX. S 23RD STREET (NORTH HALF) 0 a 000 Z U � Y N Q � Y N a :D w v w�w Y H o � yam woo <a BLUELINE z U © 2007 THE BLUELINE GROUP NOT TO SCALE W S q�0 f Q�- cn z y � 7 32126 F �FG/STERF�C1�� SS/ONAL EXPIRES 5/5/08 FND. CASED CONC. MON W/ PUNCHED BRASS DISK V1SI TED 7/06 EX. 20' UTILITIES j LA 5E ML N I . . _ TEL R SEWER S I I FOR FUTURE USE IE= 216.87 (TYP) X. 'HIGH CB 1 j TANNING WALL % W/ SOLID LOCKING L!D i/� I o - � IE= 216.74 J ✓ � EX. 2.8' D1A. ---------L/111111LLL//11111�LL/�'s----___ j 1+25.39, 200.95'RT / x POWER VAULT LZZ 7i1- ���-�f-l���L711I1lfZ�L7�JII�I1��.�� �1!����� �ZZTrr �1111111�LL//_/11111111/LLL/�1�111111� I � � I IE= 216.67 Z GZ 10' PUBLIC 1+97.43, 21.83' LT W/LL/AMS AVE S ® I { EX. SSMH RIM=224.99 20' PUBLIC IE= 215.19 SEWER EASEMENT s EX HEDG h LINE f EXISTING SHED -----------------1+20.34 END ROAD A I PA TIO 2+24.66 11 .4 ' h 4"-90' BEND (MJx � 7/7/7TT/T/,77/7/ /T�%T BL KO IN 1+12.49 ROAD A / = 0+00.00 LOT 3 /V DRI VEWA Y V EXISTING HOUSE rj A C1/1/1/1111/ 20' DRIVEWAY L�LL/1/111L1/1/1/1/1� 26' PRI VA ACCESS EASEMENT INSTALL 2" ASPHALT RELOCATE EX, WA BERM TO CONVEY METER AND -SE DRAINAGE TO EX. FOR L�1 4 T NA EX. FIRE CURB L HYDRANT INT 2+28.53 S 23RD ST =0+00.00 ROAD A n EX. I" WA DRAINAGE 0 12" OUTFALL lE 218.55 I EASEMENT L W 5' 5'xl' RIP RAP PAD I .I 111'12"SD I NII Zr; 184'8" SS 01.09 CL SSMH 1 EX. CUL VER T x IE= 216. 53 10' PRI VA TE SEWER IE 21 & 55 I I 6'° SEWER STUB 1+30.68, 192.96' RT AND PUBLIC 2.09 MIN. DRAINAGE EASEMENT (TYP) IE= 218.93 I� I C 2 3 EX. FLOWLINE FFE 226.5 FFE 226.0 I iV OF DITCH I I I iCB 4 6" SD STUB FOR 2+ 17.83, 108.25' RT ROOF AND FOOTING x I n DRAIN (TIP) CB 3 228.16 I v I � I 1+84.02, 1OZ41' RT I W 228.10 3 4 " WATER SD IE.• 225.09 METER (TYP) L" l j' WA TOP: 224.52 10' PRIVATE F\ I x I I I I DRAINAGE I 45-4 4 EASEMENT �� I. .�I �I ZT N88 3126 W 43.83 34'-12" SD 55' 12" SD T i CB 2} MJ) W/ SOLID LOCKING LID G I 1+28.73, 106.04' RT / ))���� Q 12' 1+79.24 2114.30 RT I IE= 218.93 i L 'Iri.. SCALE: 1 II - 2 ❑ DRIVE WA Y 4"CAP (MI) it Ih� ❑ ❑ 2❑ 4❑ O I I I 20' PRII UTILITY EASEMENT 2' BLOW OFF ASSEMBLY ,� I I W/ CONC BLOCKING I 11 EX. i. Q I Q 3 GRAVEL 1 0+43.83 f DRIVE 0 d END LOT 3 DRIVEWAY { I I �o I o 1 1 N II o NO PARKING" SIGN 230 I 10' PUBLIC DRAINAGE \ •.�t I EASEMENT /. I N CEMENT CONCRETE DRI VEWA Y CB 5 I / _TER o ENTRANCE TYPE 2 PER C.O.R. x ( o i 14' 12" SD RVIE£ z STD PLANS F004. W/ SOLID LOCKING LID I Ih 2+27.40 5.02' RT 1+31.32, 32.08' RT . I J I EX. POWER / I 41 fi I 8"x4" TAPPING TEE (MJ)FL) VAUL T EX. FIRE /..' I I 4" GATE VALVE (FLxMJ) HYDRANT. I HP -- ❑HP-- - BHP- ❑I 3 Aepow/ R'7 -341oi/4/49fi N O TE; ALL STA 77ONS dI: OFFSETS ARE FROM SOUTH 23RD STREET UNLESS OTHERWISE NOTED... _ NOTE; PROVIDE 1.5' MIN. VERTICAL SEPARA 77ON BETWEEN ALL UTILITIES UNLESS OTHERWISE NOTED. NOTE: ALL CATCH BASINS TO BE TYPE 1 W1 STANDARD GRA 7E UNLESS O7HERWSE SPECIFIED. UNDERGROUND UT/LITY NOTE; UNDERGROUND U77LI TIES ARE SHOWN IN 774E APPROXIMA TE LOCA 770N. THERE IS NO GUARANTEE THA T ALL U77LI TY LINES ARE SHOWN, OR THAT THE LOCATION, SIZE AND MATERIAL IS ACCURATE 7HE CONTRACTOR SHALL UNCOVER ALL - INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCA VA 710N FOR ANY PIPE OR STRUCTURES TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. 7HE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PRO 7EC77ON OF SAID FACILITIES, THE CONTRACTOR SHALL NOTIFY ONE CALL AT 1-800-424-5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. SURVEYED: SCALE VERTICAL NAVD 1988 ROAD AND UTILITIES P L A N HORIZONTAL NAD 1983/1991 �- PROJECT MANAGER: CITY OF 9/13/2007 _ FIECDBOOK: _--BRAN J. DARROW, PE RENTON PARK VIEW S P PROJECT ENGINEER:� PAGE _ NICOLE HERNANDEZ, PE DRAWING NO: -- --- -- - -- - �_�� ONE NCH DATUM - PROJECT DESIGNER: ASCALE � Planning/Building/Public Works Dept. LUA 06- 1 32-SHPL OS- 1 03 -- JORDAN M. AL-KAHTANI IF NOT ONE INCH NO. REVISION BY DATE APPR SCALE ACCORDINGLY L N D-2 0-04 70 SHEET: 6 OF:7 1 CD=Q-34i�o10 w-34t�01 MAIM