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HomeMy WebLinkAboutR-398006CL Ln 0 L 0 N N 0 E 0 3 Z n d 0 z N (L (o U (L (n 0 z N C 0 c, N co Lj E o o 0 U .o a 0 N o 0 T o E o U / w w o- w O U ai i� CONTRACTOR SHALL COMPLY WITH THE CITY OF RENTON'S TRENCH RESTORATION AND STREET P K NAIL OVERLAY REQUIREMENTS. O O SE 162ND ST STA 10+00 - W W—-- W i CONC MONUMENT W/ BRASS DISC A N 170084.65 � c" E 1305087.02 (C12 SE 162ND ST SEE SOOS CREEK SEWER MAIN _ _ - + o 8 _ _ » m PLANS FOR SANITARY SEWE,R4 ) c� S88° 29 38 90 E 10+50 � 11 +00 IMPROVEMENTS- (TO) w - 1 i i Cn r, cl, m 0 .i CT Cl) N O 480 S EIFA L LJ a c� 0 LJ z . . N O N \ O cN0 + 00 CD CD EX TOP OF CURB ELEVATION II Cfl a PROPOSED TOP OF CURB ELEVATION II + o I�ail O �00� Q -1��.� w U-1 vFrw F 1 1.46% SEE SHEET C8 FOR SD PROFILE 470 ED& 1.79% 174 LF 12" SD 1.5% EX GRADE AT ROADWAY CENTERLINE O CD Cp co r) r' cq 7: r-C-4 Ln N�0 LC) . Cy) �r` 00- O�- N njN njN 00 00 00 0000 Do 00 00 0000 00 00 00 U U3: U C U U U 3:: U C. U U U mF- m mF- m mF- m mF- m mF- m 10+50 CURB RETURN TABLE NO. A R STA PC LOCATION TOP OF CURB ELEVATION STA PT LOCATION PC 1 4 1 2 3 4 PT O 89°58'41.7" 25' 10+12.99, 37.99' RT 479.55 480.14 480.09 480.57 480.74 10+37.99, 13.00' RT Know what's below. Call before you dig. co. :)rra ENGINEERING PLLC 321 3rd Ave South, Suite 307 Seattle, Washington 98104 ph 206.596.7115 coterraengineering.com 11+00 11+50 SE 162ND ST PROFILE SCALE: HORZ. 1 " = 10' VERT. 1 " = 5' NOTES U X �- Lil (n ck� o Uj o �Q ow LEI-�^ U_ Z 0_ -J LLJ Uij �w Qw U U) Uj Z 1- of W of Q p U U IY ZIw-'�CD 00 o¢� CD N O a U � •� U N + Lil 2 �oo � U 10w 1-5 `n - a- 12+00 O O CD 00 I I cn ' 482.97 482.90f(E)� O m N 00 I I LLJ LLI Q . . . (D 0 LJ �L z Un L o r7. �. LLJ + + 0_ - .N c, N �. II . . N O .00 CD m .� F w. (n Uor_ W 483.43t(E) SS & SS t? ,I0' RT E/ C.AND GU7ER RA E 21 MAX — M X PITCH -GRADES I 1 74'X5'X12" THICK RIP RAP ACP P, SLOPE AT 12:1 MARL, M TCH EX GRADE 4' WIPE ACP LANDING LOPEI AT 2.0% MAX � S 1 +30.31, 24M RT H E R J E TE EWALVK� �I �I J &A!k-1 m HI:11 Ekk 470 . N N CY) — 00 Co . . 0o Ln I'(i 0p O CD r'i 00 r) � c00 00 0c) 00 00 00 00 d00 - � � dc- AA-X; mI- m mI- m mI- m 1. SEE SHEET C2 & C12 FOR GENERAL NOTES AND ROADWAY DETAILS. 2. TYPICAL TRENCH SHALL BE PER COR STD. PLAN 220.00, DETAIL 5/C13. 3. SEE SHEET C7 FOR ROADWAY SECTIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES AND FEATURES SHOWN ON THESE PLANS HAVE BEEN DERIVED FROM FIELD SURVEY PREPARED BY OTHERS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT COMPLETE. ADDITIONAL SURFACE FEATURES AND IMPROVEMENTS BEYOND THOSE INDICATED ARE PRESENT AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL EXISTING INFORMATION AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES AND SURFACE FEATURES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PLANS. SURVEYED: 7 SHARED DRIVEWAYS MB 3 29 17 PA DESIGNED: MB 6 CITY COMMENTS MB 9 09 16 PA 5 CITY COMMENTS M13 8 15 16 PA DRAWN: MB 4 CITY COMMENTS MB 7 07 16 PA CHECKED: PA NO. REVISION BY I DATE APPR APPROVED: 12+00 12+50 .----- --- --- 1 CB TYPE-1 C14 ' 2 CB TYPE-2 48" C 14 - - - - - - - STORM DRAIN MAIN SANITARY SEWER MAIN SANITARY SERVICE LINE — — WATER SERVICE LINE WATER/FIRE MAIN CURB & GUTTER 4 C1 ASPHALT CONIC 2 PAVEMENT C 15 CEM. CONC. 6 PAVEMENT C1 PERVIOUS 3 CONCRETE C 15 SIDEWALK - - SAWCUT LINE 175 PROP. F.G. CONTOUR N WATER VALVE -cam PIPE OUTLET IN COMPLIANCE WITH CITY OF RENTON STANDARDS 5. CROSSING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION AND ASSUMED CONFIGURATION. SURFACE WATER UTILITY DEVELOPMENT ENGINEERING THE CONTRACTOR SHALL UNCOVER ALL PIPING WHERE CROSSING, INTERFERENCES, OR rstraka 06/20/2017 CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO Brianne Bannwarth 06/22/2017 DETERMINE ACTUAL LOCATIONS, SIZE, AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES AND SHALL ADJUST WATER LINE CURRENT PLANNING ALIGNMENT AS NECESSARY TO ACHIEVE REQUIRED CLEARANCES. mdavis 06/20/2017 ' 6. COORDINATE ALL WORK WITH CITY OF RENTON TO ENSURE FACILITY ACCESS IS MAINTAINED AS REQUIRED. 7. PROTECT UTILITIES TO REMAIN. 8. ANY STREET SIGN REMOVED OR RELOCATED MUST BE BROUGHT UP TO CURRENT CITY OF RENTON STANDARDS. CONSTRUCTION PERMIT SUBMITTAL SCALE: DATE: 1 >a_ 10, HORIZONTAL: N D 11983/1991 CITY OF L I M E L I T E SHORT PLAT 3/29/17 FlELDBOOK: RENTON 16204 114TH AVE SE, RENTON, WA 98055 PAGE: A ONE IN DATUM FRONTAGE IMPROVEMENTS DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. C6 IF NOT ONE INCH SCALE ACCORDINGLY SE 162ND ST SHEET: OF: R-398006