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HomeMy WebLinkAboutTED4003222.12100.00$ VC 40' R/W _j zy- 0 0 I 15 * UTILITf EASEMENT 2' 10 LZ 4+00 3+00 - FINISH GRADE CA ELEVATIONS EXISTING GROUND C/L ELEVATIONS 162ND PL. S.E. (URBAN SUBACCESS) HORIZ. SCALE 1 =40' VERT. SCALE 1 =41 40' R/W U- 2�' ow 13 13 5' SIDEWALK., 2' 2.0%il 2.0% I I A 4" CEMENT CONCRETE---- S S BGRADE SLOPE U 2.0% CEMENT CONCRETE ROLLED CURB GUTTER SEE DETAIL SHT. 15 OF 19 2" CLASS B ASPHALT CONCRETE 1 1/2- CRUSHED SURFACING TOP COURSE 5* CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL? CONDITIONS. SEE SEC. 4.02 & 4.03 S.E. 137th ST. f ROAD SECTION H-H (URBAN SUBACCESS) (LOOKING WEST) N.T.S. 490 NOTES.- 1. ALL CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE SPECIFIED. 2.. ALL STORM DRAIN PIPE: SHALL BE PVC UNLESS OTHERWISE SPECIFIED NOTES: 10' 1. THIS DRAWING ILLUSTRATES A TYPICAL ASPHALT CONCRETE ROAD SECTION, UTILITY ALTERNATIVE 11. FOR OTHER ALTERNATIVES AND POSSIBLE REQUIREMENTS FOR EASEMENT FRACTURED AGGREGATE OR INCREASED THICKNIESS OF SURFACING MATERIALS, SEE SECS. 4.01 AND 4.02. OF K.C.R.S.. `4" CEMENT CONCRETE CEMENT CONCRETE ROLLED CURB & GUTTER SEE DETAIL SHT. 15 OF 19 CATCH BASIN & STORM SEWER, (TYP.) AS -BUILT SET NOTES: 40" 1. THIS DRAWING ILLUSTRATES A TYPICAL ASPHALT CONCRETE ROAD R/W SECTION, ALTERNATIVE 11. FOR OTHER 1z" ALTERNATIVES AND POSSIBLE REQUIREMENTS FOR FRACTURED U. AGGREGATE OR INCREASED THICKNESS OF (ZHPf7ArlMr_ MATERIALS 5l7r Cf:rCZ 10, UTILITY 2 0 UTILITY 4.01 AND 4.02. OF K.C.R.S.. 10, UTILITY 10' EASEMENTwd 13, - 13" EASEMENT EASEMENT -13'- UTIu'_Y EASEMENT 5, - SIDEWALK . 5' SIDEWALK 5' SIDEWALK FA: -0+k00.49 S�Op 2.0% 2' 5 2.0% 2. ox 2.0% 2.0/0.7 2.0% (IST. E.O.P. =491.47 4!0 CEMENT CONCRETE SUBGRADE SLOPE;. 4" CEMENT CONCRETE 1 SUBGRADE SLOPE 4" CEMENT CONCRETE 2.0% 2.0% 7A CEMENT CONCRETE CURB & GUTTER CEMENT CONCRETE ROLLED CURB CEMENT CONCRETE CURB & GUTTER CEMENT CONCRETE ROLLED CURB CEMENT SEE DETAIL SHT. 15 OF 19 GUTTER SEE DETAIL SHT. 15 OF 19 SEE DETAIL SHT. 15 OF 19 GUTTER SEE DETAIL SHT. 15 OF 19 2* CLASS B ASPHALT CONCRETE CATCH BASIN & STORM SEWER, 2" CLASS B ASPHALT CONCRETE jj fl CATCH BASIN CATCH0 STORM SEWER, 1 -CRUSHED SURFACING TOP COURSE /2 (TYP.) 1 1/2"CRUSHED SURFACING TOP COURSE (TYP.) 5* CRUSHED SURFACING BASE COURSE 5" CRUSHED SURFACING BASE COURSE -j ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 & 4.03 SOIL CONDITIONS. SEE SEC. 4.02 & 4.03 162nd PL. S.E. 162nd PL. S.E. ROAD SECTION J-J ROAD SECTION M-M (URBAN SUBACCESS) (MINOR ACCESS) (STA. 0+00-2+79-11) STA:3+15.88 - CUL-DE-SAC (LOOKING NORTH) (LOOKING NORTH) N.T.S. N.LS. PM STA = 4+04.55 P\A V1 F'V = &'7C% 01 490 A.D. 0.62 © K = 241.14 + LOW POINT ELEV 472.72 > 150.00' VC I-- LLJ LOW P'DINT STA = 0+84.73 ui PY STA 0+77."82 ul LAJ + w o A.D. 3.381 K = 22.20 V) x U); uj + 0 04 75.00" VC 0) 00 00 u 1) Ld C4 + > utow 480 < 04 > C4: "T_ + + EXIST. GRADE 1@1 0 Vf W; W: C/L ROAD CD i X F- w z 14 26.3LF 12 I�R OSED GRADE 0 SD 1.03% ROAD C/L 26.4LF 8"D.I. 0 -8.-9�(0.49)% oi. 470 40 STA*- 3+70.8, 10.3* LT. fi 4 STA: 2+62*2s, 10LT' .3: TYPE C0# 15 BP TYPE I W/SOLID LOCKING LID W/SOLID LOCKINGLlD RIM=476.40 RIM=474.87 I.E.=472-00 12*#(NsW) { °•ELF h `~-. I.E..-470-50 12K(E*S) STA: 4+62.0, 13.1LT. STA: 0+84.7, 13.1 'LT. 33.7LF 15'*3SD: @ CB# 11 TYPE I CB#'6A TYPE I 0.36% RIMT--477./7 W\SOLID LOCKING LID I.E.-475.09 12"(S) RIM=47Z,,92 E 475.19 67(N). . 460 45"(W) _..STA: 0+8*,7, 13.11' LT: I. STA: 7+93.6, 15. 15"' 57 15"(E) CB#;b YFEI 'I.E.=46STA:+57.5,12.3RT. STA: 4+61.6, 13.2 RT.CB# 5TYPE I 1.E. 460.82 12"(S) RIM�472.47 W/ SOLID LOCKING :LID IE469.82 8"(S) CB#� 9 TYPE; 11-4810 CB# 12 TYPE I i.E.46&02 6)(N) " RIM=474.65: RIM=477 82RIM=474-8%475.09) I.E.-469.07112(N) '463.38 15 "(N A S) I.E.=474.82 12"(N) I.E.=-4-71-."471.601' 15's(N) 1 1. E. 469.14 6 (E) I.E.=(471.55)1i 151#(`SE) STA: 2+34.9, 12.$' LT. I E 474.72 12"(E) CB#- 8-TYPE-11- -48-'0­ V RT. .STA RIW=474.35 CB # 7 TYPE I RIM=472.45 I.E.-#-463.50.15"(W,SE) I.E.=468.10 6"(N) I-E--#_469.9& 8"(N) I.E.=470.50" 6"(SE)' DAT[lAf F.I.RV IDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. TUAL LOCATION MAY VARY. CONFIRM THAT' THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT )MMENTS REFLECTING MATERIALS ACTUALLLY USED DURING )NSTRUCTIONs ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS TERMIN B)( OR UNDER MY DIRECT SUPERVISION ON THIS 4TE: & &m Ir 0 C5 00 1-N uj \11 W ui _j 0 co V) O U- ('4 0 (b + Ld 0 x F_ < ui z V) ,/-34.8LF 12" SD ® 2.96% STA:4+96.3, 13.7' RT. CB# 13 TYPE 1: W1 SOLID LOCKING LID RIM=478.17 I.E.=473.69 12"(N,W) 1. E. == 473.591 2"'(S) 450.00 0 tf3 co Lq 0 V_ C� 00 CY) lq- co C-4 r-_ 4 - LO r__C4 C4 Q � 4 V-) ui 0 o .00 0 0+00 1+00 FINISH GRADE CAELEVATIONS EXISTING GROUND C/L ELEVATIONS BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISING UMUTIES SNOVM AM FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS M THE EXACT SIZE, TYPE* LOCATION OR DEPYK 2+00 3+00 S.E. 13'�TH ST. (URBAN SUBACCESS) HORIZ. SCALE 1 =40" VERT. SCALE 1 =41 4+00 5+00 R-322212 REV. NO. DATE DESCRIPT" APPROVED DALEY-MORROW--POBLETE, INC. CUENT LAKERIDGE DEVELOPMENT INC. , 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 P.O. BOX 146, RENTON, WA., 98057 PHONE: (253)333-2200 (FAX)333-2206 PHONE No. (425)228-9750 PROJECT PLAT OF 132 ISERTY GROVE AND I EM GROVE CONTIGUOUS- xx ENGINEERING - SURVEYING 1624D PL S.E. AND S.E 137TH ST. STREET AND STORM PROFL.E8 A L LAND PLANNING incorporated DRAM BY SCALE50IA*1,101-4 IRES 9 JAN 2008 H.D.O. =# 70ENG S19FT F�p I a STAMP NOT VAUD UNLESS SIGNED & D0DATE ATED L.D. 4/27405 01 -470 Cr &\Projects\01-470 LlBERTY\dwq\01470ENGASB.DWG 10/22/2006 7114,12 'AM 1 bd let It O 0 �y N �� N � N