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HomeMy WebLinkAboutTED4003222.80 0 2.0;i 4" CEMENT CONCRETE CEMENT CONCRETE CURB & GUTTER SEE DETAIL SHT. 15 OF 19 30, U R/W I" 16'-- 5' SIDEWALK 3m 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. IONS. SEE SEC. 4.02 OF K.C.R. S EX. GE OF PAVI G 1' SAWCUT & M TCH EXISTING 15' P VING 2.0% EXISIIN PAVING 160TH AVE. S.E. I J NOTES: 1. THIS DRAWING ILLUSTRATES A TYPICAL ASPHALT CONCRETE ROAD SECTION, ALTERNATIVE 11. FOR OTHER ALTERNATIVES AND POSSIBLE REQUIREMENT'SFOR FRACTURED AGGREGATE OR INCREASED THICKNESS OF SURFACING MATERIALS, SEE SECS. 4.01 AND 4.02. OF K.C.R.S.. ROAD SECTION C--C (NEIGHBORHOOD COLLECTOR) STA:9+96.34 TO END OF IMPROVEMENTS (LOOKING NORTH) 16' VARIES EX. ED E OF -7 P MNG 1' SA WCU & MATCH EXIS NG PA NG FXIS11NG PAVING 30' SI 510 _.._._.. ,._ r.... _ _ _ M , 1 i € Lit O//� Z 11J { • ; ° i f E Jam. { > 500 - _.. __...__...;_.. _ .__ -- _.. _.__. - _.. _._ ...._ w LA Cl- 0 REMOVr t °_ �' EX• CB RIM; 484.28 ` �.. i.E.=481.33--S I.E.=495.69 J j PROPOSED i t>� I.E.=481.53-E p- WEST SIDE _ ... _ _ ., LE.--4$1.38-N --1 i .- I.E.=493.64 , F L GRADE I ..STA 10+:24.9 1' 4" CEMENT CONCRETE CEMENT CONCRETE CURB & GUTTER SEE DETAIL SHT. 15 OF 19 ' 3" CLASS B ASPHALT CONCRETE 1 1/2" CRUSHED SURFACING TOP COURSE 5" CRUSHED SURFACING BASE COURSE ADD177ONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. IONS. SEE SEC. 4.02 OF K. C. R. S. 160TH AVE. S.E. ROAD SECTION G--G (NEIGHBORHOOD COLLECTOR) STA: 3+39.74-- 9+96.34 (LOOKING NOPTW) ' t ► s N I CB# 4 BP TYPE 11-48*0 � L� 00 00 EXISTING C/L �' I.E. 5.79 i 6 1 i 1 w ,n, ,� o 49 i I f x i ` 1t1%SOLID IOCKtNG ROUND COVER z GRADE t , _ 1 2 (� rrn^ i A� ,T�' QO' �,� '~> 57.8 t:F �2 EX. EX. Rtt�l--484.00 J ,_ • V ! ..1'• 1-=j _ _ VONI. .® 4.0 / /o < i 8+99 2 25.3' LT. + i ► LE.=481.05 12"(NdcE} >` ; cow 26.5LF 12 D.I. / REMOVE , : I o 1 E "OUTLETLE.=478.59 s ¢ ' R T. 1.E.479.95 ' 15"(W} w o + ©1 6 RE--CFIANN S STA:10+15.6 16.8 �: w Z OD 38LF 12"SD Q 5.879� X!�11N.l.E.=492.95 7 •..w °� EXIST.' DITCH iE�. H 09CO _ .. _ ;.. .. _ w.__ ...... ' _ d P I' V? TYPE 1 CB 25B C>$ } I DAYLIGHT T EXISTING,-Dli'CM & _.11J1. �.3. ,t... .... 1... _.._ _ ct f, _ 490 Q % , RIM=4$r441• 12 n a (A w; J MAX. SIDE SLOPES. CONSTRUCT ROCK z rn;81V .42% H nj 33.9 LF Ex. 12" CONC s } f t [ J I.E. 00 1.15% REMOVE Z GQ i HEADWALL} 1 I.E.=480.4 OVE �r �- ? 83.34 I { I W/I�t1P-RAP PAD & DEBR,IS BARRIER, i ' �- �, O >, f I.E.-� • STA.13+59.3 15.2 LT. (SEE DTL. SHT.114) w i s w5 -�- w - BP TYPE € a- T �o w PROPOSED 1 a,l ; STA: 9+88.2 18.6 R RIM=496 56 I r ; o �, • 1 C - GRADE CAD ' i aid I � B # 25 TYPE I � .�� ¢ � � O , • �- D E F/L � �. r- _ .. _ ..F. l.E.--4 a 93 56 12 N J .. .. ..I. _ M�-- 483.�52 -. _.i 0 k 1 II.E.=493.46 12 + R 41 CS} qxE 48Q! --,tn 1. - 82.21 , I.E. 0 3 OVE b. V / i } i_ } » ! `~ , V L F ; 15" O- k t 2 F 16 @ �� L7L D'.J 1.52� , I I E I 7+68 24't LT I CB , j �: --STA: i 6 L _ BP lt--48 T , 10+5 2 � �'1 A TYPE 0 3 24"` OUTLET l.E.=471.9 ��`� 2•°�CBS 2 BP TYPE 1 - i o LOCK ING LID q 2 : , 5 , i , ----EX IST. , D�TOH � 1.0� MIN,. r� --__ _...,_. .._.,. _.. v-__.�._._........ ..___.,__.. .x-- _.--,._ ___ _ _ �.�.. .��•__- �Al •SOLID- LOCKING D B# x�,_,._.__...._ _ _ __ . _ .... ' t i � ��3:'RIM=486.05 W/SOLID LOCNGI 11 (485.75} 12"CNDAYLIGHT TiTEXJ TI DITC' & W% j ' MAX. SIDE `SLOPES; CONST UCT ROCI," u.ilw I.t.=472.53 r 0. 7 LE. 483.55 12"(N} RIM=48 .59 1.E. 485. 12" S ` C 65 C ) S �`J ' / , ; - ` ' I.E.= 485 69TA: ,:HEADW w t E 483 50 12 (S}12+00.8, 15.4 ' LT. ALL,► .�- a' I W1 RIP -RAP PAD DEBRIS BARRI'ER:, X) ;, pNESTA:10-i-56.0, 15,3 LT. f-- c� AND - CB•# 28 TYPE I SEE DTI. SHT. 14�I :CB# 26 TYPE I ' �i �p RIM' ' > s ---- ,. Gp :RIM =485.28 w 4 i EXISTING C/L �2 't� 1.E.=486.29 1 , , # _ ..GRAD tiX Y _._ ,.._.. __ ._E. --- 48 63 w t -10 , ,- :- �64.5, � 1.5.2 PROPOSE EAST $IDS ,L _.�- _ -'• 0 4� - 3(S 25T EI ;I ; , CB YPR i T. , � 5� E.--482.6 E j t s FAGRADE STA:11+37.51 11+36.9 15.2 LT. F w i ► 38.8 F 12" Ex. CPEP I3# 48P CB# 27 TYPE 1 3 BP TYPE 1 1 I ® 3.61 1 E• 1�0 _ I.E.79,39( ) € r {=469.6$ ; •E• NE W/SOLID LOCKING .LID RIM=488.18 ` f ; i f I I f E € LE.=485.28 12,* (N}(s)REMJ.E.=479.34 OVE RIM=48r48821) (483(S}STA:1Q+21.fi, 28.8 LT I.E.=4 1.E.=485.18 12 LE =467 94 .41) 12 (N) r ' s , • , ' B 5 P TYPE II 48 � I.E. = 4�2:f�2 12 S - � �` Q DATUM EL;E'Y vi CO .......___.._..._.�_._ 5 ' 21.4: LF--• 12' CON C 1 t 1 I ;_ _.t _ 1- - 483.1 ! REMOVE I.E,=480.50, 12(N) L1_ + . I i 1,E.=479.41 24"(S) cv 012 _ t I.E,=479.36 15" (E) ono tom- } s f 463.92 LE.-i A, i 1 r i i.E' 479.49 16"Cw t I I.E.=462.98 I.E.=(483 26) 12"(W) 470.00 • N 00 CO� co corn C� �� �� �M �C6 c6 c6 , i _....-_._.....4_�F , , I , k 10_00 Lj -f EX.; CB Lv s 1 I Rl =483,25 F- I.E.) 480.70-S i w ! ; STA { �`5: s ' RT. ! ` I.E.�480.80-N (no = S 7+93.6 , 30 5,.2) _ s I CBf 5 TYPE I ' i REMOVE L,J °- W/STOLID LOCKING LID RIM i C.n s I.E.460 -5 ( ) 1 471 0) "N ' I.E.=(47i.55) 15"(SE) ; CQ i T 6 1 { 1 i r i a , i i 1 Z 5.5)LF 18 AT. STA:S •• '. +30.17f 15.25' . j t RIM=48`4:$0( W4.85} ( k 1. E. - 46�-,&9(451.45) STA: ' RT. E"4 1 CB# 3 ` TYPE I `THRU CURB INLE T { i i 1 F 's k t _ ,..__...__ -'�•• { --�-• r 450 i. E.-454.33 STA: 4 t-8�:� 4+62.3 , 15. 1 4.3 R T ► ( s ' i ! + 7 CB#' 2 TYPE II-- 48"0 j I STA:3+41.2 23.75' RT. ► t~ RIM�46-�(462.59){ CB# 3A TYPE (NOT INSTALLED} ' a € RJM=458.8f 45� 1.E. 50(454.94) 18 . E, = 4�4. 70 tn� c0�cp t0� cOM cps c�00f n�' nM ��p �pp �p� �p� � a iD 4+00 5+00 6+00 7+007 8+00 9+00 10+ u� `� FINISH GRADE O F.O.C. (FLOW LINE) ti✓ [� C3n coN N� a��p r-M `n� d:� tnN PC) LC?© Ln� N� d-� � L�� c�pO cND� cMaM �� fir' �C� fir.: d'� cD� o�� CJ� �-!: N �• o�p oho d- 4+ao 5+00 6+Oo �+oca� 8+00 9+00 10+ In '�' FINISH GRADE � F.O.C. (FLOW IJNE) ELEVATIONS 06 00 EXISTING GROUND C/L ELEVATIONS 160TH AVE. �E. PROFILE (NEIGHBORHOOD COLLECTOR) _ HORIZ. SCAu:= 1"=40' BURIED UTILITIES IN AREA CALL BEFORE YOU DIG VERT. SCALD 1"=4' 1-800-424-5555 oasruac unun�s SHOWN � � THE BEST AVAILABLE INFORMATION AID NO gJARAN7EE IS MADE AS TO 7HE EXACT SIZE. 7YPE, LOCAtION OR DEP1H. 11+00 12+00 FINISH GRADE O F.O.C. (FLOW LINE) ELEVATIONS EXISTING GROUND C/L ELEVATIONS NOTES: 1. ALL CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE SPECIFIED, 2, ALL STORM DRAIN PIPE SHALL BE PVC UNLESS OTHERWISE SPECIFIED. 3. PROJECTING ENDS OF PIPES WITHIN THE R.O.W. SHALL BE BEVELED. AS -BUILT SET LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS --BUILT COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETER NE9 QX 14E GR UNDER MY DIRECT SUPERVISION ON THIS DATE: , 13 0 + 0 14+00 �v N L . DAL-MC01111 N-POBLl aETE, INC. l 726 AUBURN WAY NORTH AUBURN, WASHINGTON98002 PHONE: (253)333---2200 (FAX)333--2206 0 z 132 Fss`O0 D ENGINEERING _ SURVEYING 1_ LAND PLANNING incorporated yxsRES 9 JAN 2008 STAMP NOT VALID UNLESS SIGNED & DATED 0 -.3 R-322208 REV. NO. I DATE I DESCRIPTION LAKER DIGE DEVELOPMENT, INC. P.O. BOX 146, REN TON, WA., 98057 PHONE No. (425)228--9750 APPROVED PROJECT PLAT OF 1.18EF" GROVE AND GROVE OONTKAKM 16011-i AVE S.E. STAEET AND STORM DRA "GE P141OFLE DRAWN BY H.D.O. scA1F 1 "=40' DRA`""G01-470ENG SHMT "'M . L. D. DATE 4 27 0" JOBS 01- B1\Pro Jects\01470 LIBERTY\dwQ\01470ENCASB.V1 G 10.722/2006 5137,51 AM t� m� on7d 0 O O C O y rn w � r N � N y