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HomeMy WebLinkAboutSWP273225(4) 4 As — B ilts Hoquiam lace NE VERTICAL DATUM N My of Renton Control poTnt #1844 Elevation=409.38 feet METHODOLOGY Electronic Data Collection s TOPCON 1" InstrumentIL TDS Data Collector _e 1" = 30' C 187401.8236 187401.8236 u 1314876.0635 1314776.0635 Z 187337,0023 1314833.8573 Catch Ba51n Rirtr. 434.10 IE12'CPEP, 431.27 187304.8571 1314855,6242 C8 Type II. 46" Rim: 435.3 18730i,8235 IE12"CPEP: 431.0 i314776,0635� 167290. ie94 IEe'OI: 425.61 1314853.3462 Catch Basin �187301.8236 Rini 427.90 1314676,0635 IE8"OI: 425.02 DRY CO L J' "J' DRYCO Surveying, Inc. 9 12714 VALLEY AVENUE EAST SUMNER, WA 983901s 253-826-0300 Fax 253-826-9703 l o� „ D-322 D-322501 From: Daniel Carey To: Larry Sargent Date: 10/05/2005 2:10:51 PM Subject: Re: As-built- Hoquiam Place Storm Project Hi Larry, The location coordinates look correct. Please mail a full size copy to me with the original stamp and signature. Thanks for your quick response. Daniel Renton City Hall - 5th Floor, Surface Water Utility 1055 South Grady Way Renton, WA 98055 Phone: 425-430-7293 FAX: 425-430-7241 email: dcarey()ci.renton.wa.us >>> Larry Sargent<Isargent@drycosurveying.com> 10/05/05 1:02 PM >>> Hi Dan, Will this PDF do or do you need another drawing mailed to you? Larry Sargent, President Dryco Surveying, Inc. 12714 Valley Ave East Sumner, WA 98390 Phone: 253-826-0300 Fax: 253-826-9703 As—B ilts Hoquiam lace NE VERTICAL DATUM N CTty of Renton Control point #1844 Elevatlon=4139.38 feet METHODOLOGY Electronic Data Collection S TOPCON 1" Instrument a° TDS Dafa Collector 1" = 30• 0 a �187401.8236 187401.8236 1314876•D535 � ; 1314776•D635 z 187337.0023 1314833.8573 Catch Basin Rini 434.18 IEi2'CPEP. 431.27 187304,8571 1314865.6242 CB Type II. 48" Rim: 435 3 167301.6236 IE12"CPEP: 431.0 1314776.0635� 187290.1894 IEB'OI: 425.61 1314853.3462 C �187301.8236 catch eosin Pint 427.90 1314876.0635 IE8"0I: 425.02 %,12714 Surveying, Inc. M VALLEY AVENUE EAST 44 SUMNER, WA 98390 j }+a=i a 2005161 253-826-0300 Fax 253—826-9703 � D-322501 Li Q CONTROL LINE INTERSECT FORM 3-INCH HIGH ASPHALT BERM PAY LIMIT FOR TRENCH BACKFILL O CTL. A STA. 0+75.00 O G TO DIRECT FLOW TO NEW PAVEMENT 4'-0' FOR 12', 8' do 6' STORM M O CB#1 TYPE 1 ,� CTL. B STA. 0+51.52 (BOTH SIDES) AND SANITARY SEWER LINES I_ Gjq- CTL A STA 0+60.20, 0.0•RT. SURFACE FLOW LINE, TYP. I, HOQUTAM PL NE N SEE SECTION B-B 1>P EX. SSMH 48"0 SEE DETAIL FOR SURFACE a �� oG� CTL A STA 0+70.06, 1.9' RT. SITE ACCESS RESTORATION REQUIREMENTS RIM ELV. 434.24 EP, STA 1+81 SAWCUT EX ASPHALT U) J� I NEW PAVING CORNER STAKE START NEW PAVING TO SOUTH �� END NEW PAVING 9 `�+ TYP. STA 1+06.28 AP I�NTROL UNE a CTL A STA 0+54.02 SSMH CORNER STAKE ° a TRENCH BACKFILL MATERIAL � STA 2+00 NATIVE IF APPROVED BY ENGINEER, EX. WOOD FENCE OR IMPORT PER SECTION 9-03.19 0+00 % %%% +001-1 c' EP (BANK RUN GRAVEL). CONTROL LINE 'B' ---r=- =s _ -- -- --- ------------- ------ - - 5 a - -- -- 2+9 7 ° - - +00 i_x- is :� I'v�, a � PROPOSED 8'- 6' SEWER PIPE REMOVE AND RESTORE ROCK WALLI SEE SECTION A-A ,• v� 12' - 8' STORM PIPE '. WA EP 8' WATER PIPE (STORM) EXIST. CB TYPE 1 v! LC I / B 1'-0. A� �x� 4+59'2" FOR SEWER PIPE AND STORM PIPE: X. ECO-BLOCK WALL PIPE ZONE MATERIAL PER SECTION C OF IUS EX. SSMH 48"0 9-03.16 BEDDING MATERIAL FOR B STA O+ 7.5, 30'RT UTILITY SERVICES: STA 2+90.45 / THERMOPLASTIC PIPE. INSIDE CURVE, B: TFL, POWER, GAS 6' Pc sra o+6s.s, .o•RT. PT STA. 0+48.4, I i �� EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) PRESERVE-RESTORE 1 a e DEPTH AS APPROVED BY ENGINEER. �11�G �G�J�� O ROUNDED ROCK DITCH I ______________J BACKFlLL WITH FOUNDATION MATERIAL Go �t EASEMENT - 20'X 66' L (2'- 4' QUARRY SPACES) �o P RECORDING*2oDlsoxBoa000s EP SEE KYLE II SHORT PLAT TED402832 ' SANITARY SEWER. STORM. AND WATER PIPES 0 } EXISTING GRAVEL RD TYPICAL TRENCH BEDDING AND BACKFILL NEW L A-A, ROAD / CB 2 TYPE 2, 48'0 DETAIL A-A, SHEET 2 1. PROVIDE UNIFORM SUPPORT UNDER BARREL MATCH EXISTING GRADE 2. HAND TAMP UNDER HAUNCHES. CTL. A STA 0+15.21. 7.0' LT. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY SEE SECTION A-A END A GRAVEL STA 0+13 57 ROAD EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE CTLO 20' ¢0' HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 1:240 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. EX CB TYPE I RIM..a..EL-NY7.70- 427.90.......................................................................... .. ::'& ... ..........•--� -�---- . 470 EX 12'NN� IE=424.6$ E E •••�•• REMOVE EX 6'SW IEr425.3 NEW 8'SW IE=425:05. 425.09 a ........................................................................... ........... :........ ....... ............. ............. ............. ............. ....................................... ............. E E CB#2, TYPE 11 :48'0 : ............ c .... NOTES: STA 0+15.21, 7.0' LT. C9#, 10 a ODEXISTING UTAJTY LOCATIONS ARE APPROXIMATE, NOT ALL Ut1LTIES MAY BE SHOWN. RIM EL 8 435.3 � CONTRACTOR IS RESPONSRE FOR LOCATING ALL UTILITIES. 12'NW IE=4 �85 431.0 Siab+60.20 0.0' RT. s ...................:..................... .RIM- L ....• ...... :�S.E ............. ...............................S s sw 1E .....42s.6 450 :. .....Q ..EW -•----` -- -- -TA. 0 €.... ..... STA.. - ...... CALL 48 HOURS BEFORE YOU DIG E E E 12�SE IE= 431.27 EX. s'WOOD :NEW ASPHALT PAVING STA. 0 F36 TO Sfli 1+81 I 800 424 5555 FENCE SEE SECTDN C-C EX €MATCH OUSTING GRADE EXCEPT NEAR SSMH E E € FENCEROAD 1. ELEVATIONS BASED ON EX TYPE 1 CB RMI IN SR-900 ADJUSTED TO NAVD 1988. SLOPE N ASPHAL?t ................... . 440E•••••••••••••••••••E TO DRAIt TO CB-1 E 440 ............. ...•......... ............ ............ ............. ...... ....,I ,............ SURVEYOR TO TIE TO CITY DATUM AND ADJUST DESIGN ELEVATIONS AS NEEDED. :......0 5....... SEE SECTION A-A 'C 8"PVC, FOR EX LITiLTTIES -4'84 -a EXIST SON. SE AND DETAILS Ex ss g"Pvc 0.48•F 430c....................................... .... . ....... ..................................................:... ..................c 430 .... ............. .STI.IB..AEl--433.......... E.... E S OF SS APPX. TO i c .. .... ......... R-;900 MINOR FILL NEEDED SOUTH AND WEST STA 0+57 MIi, Q.1' 0.�' FO EX SS 4"PVC :..................:................. 420 STUB IE=42$.77.......420................................................. ..... .. ,? CPEP Sp ........ AS-BUILT 13 IF 8' Di SD O D'S`0•60x I EX. $SMH 48"0 O:05 0.45X L STA 0+70.06, 1 9' RT.. AS-BLOLT SLIItbEY BY ORY00 SUR%VtM ....... .. . 1 I = G.PFL SARGENT 145 ON 7-29-06 RIM ELV 434 24c STAMPED AND SIGNED BY: 410. ' ` .E 410 E.................. ................ ............ ............. ............. ............. ............. / :........... . . ..................:................ .............;... RI LV. 434 RT. ...:. . ...:.. ..EX,_SSMH-•48 0.......... ..:.. PLS STA:0+51.78, 5.O' ME .2?4 SCALE: HOR. 1'= 20' IURNING LINE ON CB` VER. 1'= t0' ~' CHECKED FOR COMPLIANCE €...................€...................:..................:...................:............... : : ........ .................................................................................................... ........................- CITY STANDARDS 0+00 0+50 1+00 0+00 0+50 1+00 1+50 2+ s,6® RECOMMENDED TO C T DARDS FOR APPROVAL Lys Hornsby Date3 17 0 STORM AND DWY CL. PROFILE HOR. 1 20 CONTROL LINE "B" PROFILE, CL 20' ESMT � ;;� D°"id �/'7�05 R° s`ed' '� "d"" °te3""° CONTROL LINE "A" VER. 1'- 10' °E�"' °�� " BY Date g �s-w�T wo uo wales room Br am of rEnToN DWC 0/oa ••e NA �Ae As SHOWN "m"°'° AAA CITY OF HOQUTAM PL NE/SR 900 3/16/05 FM DNC IR RENTON STORM SYSTEM PROJECT wmR.0wc a o/,S Planning/Building/Public works Dept. STORM AND DRIVEWAY PLANS NO. REVISION BY DATE APPR C 1 2 D - 3225 1 I LO N c\IQ 6-NCH PVC PPE PARALLEL TO SDERALK M i NOT FOUND. PVC PPE FROM CO AW DEAD ENDED. N MERICFLEXIBLEEXISTING ECOLOGY BLOCK WALLC—ACOUPu bl TO 6"PVC, FERNCO OR E to BOTH SIDES OF CROSS- U) EASEMENT BNDY. f 1 SPOOL EXISTING 20' EASEMENT BOTH SIDES SS EXIST WOOD FENCE w _ I z J ui j Uh�R�8"x 6", MJ } SHORINI REMOVE iFE I w REMOVE EX. 6"PVC, REPLACE D_ WITH 8"W PIPE o a EX. TYPE-I CB APPX 5 LF 8'0 DI APPX 6 LF 8"0 DI EXISTING GRADE 2x MIN. 2X MIN. EXIST GRAVEL ROAD TO BE MATCHED, TYPICAL NEW DRIVEWAY PAVEMENT, I 0 p P T GA S 2" MIN. COMPACTED DEPTH, CLASS B ASPHALT, I TYPICAL 1.5' MIN. CRUSHED SURFACING TOP COURSE OVER GAS MAIN, APPROXIMATE LOCATION, 2.5" MIN. CRUSHED SURFACING BASE COURSE; UNKNOWN D COMPACTED DEPTHS REPLACE UNSUITABLE MATERIAL WITH CRUSHED ROCK BASE l POWER (P)• LOCATION VAR AND GAS IES, DEPTH UNKNO ES COURSE AS NEEDED. l' 1 PLAN VIEW A, NTS _ ROAD SECTION C-C, NTS . 6' WOOD FENCE, REMOVE FOR CONSTRUCTION TYPICAL - MINOR FIWNG NEAR EX SSMH RESTORE TO ORIGINAL STATE TAPER WITH CRUSHED SURFACING PAY LIMIT - MAX 20'WIDE BASE COURSE, TOPSOIL AND SEED 2% MIN. 20' DRAINAGE EASEMENT z EXISTING GRADE L- 0 f EXIST. ROCK WALL REMOVE FOR CONSTRUCTION 4.0' RESTORE TO ORIGINAL STATE EXIST WOOD FENCE F' INCLUDING FOUNDATION, BACKFILL, z 12"MIN. DRAINROCK FILTER FABRIC, 1Q PIPE DRAIN, ETC. y EL 436.1 EL 435.9 RIM,EL-4354-435.3 PAY LIMIT - MAX 12'WIDE w ?, EL 434.26 EL. 434.2 O RIME 434.18 EL. 434.5 EL. 435.0 GRAVEL ROAD: \ EXIST SIOEWAIX 1.5" CRUSHED SURFACING TOP COURSE, OVER I �' ELV, 433,5_-__--- 2X MIN. 2% MIN. \ 2.5" CRUSHED SURFACING BASE COURSE, ELV. 433.1 EXISTING GRADE / } EXIST GRAVEL ROAD COMPACTED DEPTHS. REPLACE ANY UNSUITABLE I \ EXIST 1.5"0 DUCT. I / TO BE MATCHED, MATERIAL IN SUBGRADE WITH CRUSHED ROCK. TYPICAL MATCH EXISTING GRADE 28.5 w / SR-900 / NEW DRIVEWAY PAVEMENT, / 2" MIN. THICKNESS, CLASS B O ill' Ma Fr✓FT. r %/ ASPHALT. MATCHED GRAVEL ROAD PVC RIM EL 427;10 427.90 JTO BE12" CPEP IN FOUND. T \�TqI xf? W 1��% IE 434 9Q 431.27 N IE 450,85 431.0 \ a 1.5" MIN. CRUSHED SURFACING EL »427.5 a C / 12" CPEP OUT E. T..1 -. . .. .... D_ , TOP COURSE OVER .ROCIC,Wes.F�pbA�,. 2.5'BASE MIN. CRUSHED SURFACING . .. .' / CB#1, TYPE 1 BASE COURSE; ' os E. 425riL5; NEW 8" 425.02 PER C.O.R STD. DETAIL B010, COMPACTED DEPTHS FRAME AND BIDIRECTIONAL VANED NEW 8"0 DUCTILE IRON REMOVE EXIST 6" PVC, / GRATE (LOCKING) REPLACE ANY UNSUITABLE MATERIAL IE. 425.33 EXIST 6" PVC REPLACE WITH 8" DI. WITH CRUSHED ROCK BASE COURSE 6' MIN. DEPTH "' Y SEE PLAN VIEW A" PER IFCO 312-3 OR EQUIVALENT AS NEEDED. I E- 424.66, ROAD SECTION B-B, NTS AS-BUILT IST. 6" PVC TE `.TOR FIBER." CONTRACTOR MUST LOCATE, CE WITH OPT. UTIL VERIFY! CB/2 TYPE 2, 48"ID 8"X6" DI — PER C.O.R. STD. DETAILS B027, B035, CAUTION: FIBER OPTICS WITH RING AND SOLID COVER (LOCKING) O e-NDH PVC PPE PARALLJ2 M 9IDEIIIIALK LINE IN CDF, BELOW of w4W MARKED "DRAIN" PER IFCO 817-1 WT FOUNEL PVC PPE FROM Ce AW DEAD ENDED. EXISTING 6"PVC PIPE, NOTES: OR EQUIVALENT DO NOT DISTURB EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. PIPE ZONE: BEDDING MATERIAL APPROX. DEPTH = 5 FT. RECOMMENDED FOR IS FOH51BLE FOR LOOTING ALL UnLIT M FOR THERMOPLASTIC PIPE PER SECTION 9-03.16 PLACE OVER COMPACTED SUBSOIL �sts� FOR APPROVAL By Daniel Carey 3/17/05 CALL 48 HOURS BEFORE YOU DIG �� 1-800-424-5555 0*0� BYSECTION A-A, NTS E pF?J7 E 1/6$ i AS-BMT WO AND Nores ADDED eY an OF Rm+roN DWC 10 5 NA �� SHOWN HE � a� HOQUTAM PL NE/SR-900 3/16/05 CITY OF O6° STORM SYSTEM PROJECT RENTON ^- RDR'Dr/C °ib ' DATUM Dwcl� Planning/Building/Public Works Dept, STORM AND DRIVEWAY DETAILS 2 NO. REVISION BY DATE APPR a"��' 2 2 D - 3225 x - 41- 1 / 11 Z Paving Area, Looking North Gravel Area, Looking Northwest m CA o 1fmqL 1 a n > f; Ex. CB and Rockery, Looking NW Ex. CB and Rockery, Looking NE Barth Property - Driveway Survey on 3/03/05 By: Raymond van der Roest, Daniel Carey At 1600 Hoquiam PL NE (Barth Property) Assumed BM - Rim of existing Type 1 CB in gutter line of Sunset Blvd NE. Located S of property, other side of fence, below rockery. CB Type 1 Rim El = 424.13 3/4/05 Based on City topography and info from other plans the CB rim EL appears to be on NGVD 1929. Add adjustmnet +3.58 to get NAVD 1988. Adjust to NAVD 1988 Point EL BS+ HI FS- EL 3.58 1 Ex CB Type 1 424.13 15.50 439.63 2 SSMH Rim 8.97 430.66 434.24 3 back of walk at CB 14.71 424.92 428.50 4 back of walk at SSMH-Sunset 16.55 423.08 426.66 5 top rocks at SSMH Sunset 10.42 429.21 432.79 6 top rocks at CB Type 1 Sunset 8.95 430.68 434.26 Sections parallel to Sunset Blvd 7 -55'from SSMH CL 7.03 432.60 436.18 5'R 7.12 432.51 436.09 51 7.31 432.32 435.90 Fence 7.88 431.75 435.33 8 -50' from SSMH CL 7.16 432.47 436.05 5'R 7.29 432.34 435.92 51 7.46 432.17 435.75 9 -40' from SSMH CL 7.72 431.91 435.49 5'R 7.58 432.05 435.63 51 7.77 431.86 435.44 Fence 8.47 431.16 434.74 10 -30' from SSMH CL 8.21 431.42 435.00 5'R 7.96 431.67 435.25 51 8.45 431.18 434.76 11-20' from SSMH CL 8.60 431.03 434.61 5'R 8.24 431.39 434.97 51 8.93 430.70 434.28 Fence 9.22 430.41 433.99 - 15'from SSMH CL 8.62 431.01 434.59 0503-Barth Driveway Survey.xls 1of 2 12 - 10' from SSMH CL 8.69 430.94 434.52 SR 8.34 431.29 434.87 10'R 8.22 431.41 434.99 51 9.07 430.56 434.14 Fence 9.69 429.94 433.52 13 -0'from SSMH CL 9.22 430.41 433.99 5'R 8.83 430.80 434.38 10'R 8.54 431.09 434.67 5'L 9.12 430.51 434.09 Fence 10.13 429.50 433.08 Main Driveway Station Sections 14 -0+41 at CL at fence 9.84 429.79 433.37 15 -0+50 CL 9.16 430.47 434.05 51 10.15 429.48 433.06 Fence, at corner 10.45 429.18 432.76 16 -0+60 CL 9.30 430.33 433.91 5'R 8.81 430.82 434.40 51 9.56 430.07 433.65 17 -0+70 CL 8.68 430.95 434.53 SR 8.51 431.12 434.70 10'R 8.13 431.50 435.08 51 8.75 430.88 434.46 Fence 9.05 430.58 434.16 18 -0+90 CL 7.74 431.89 435.47 19 - Property corner stake 7.67 431.96 435.54 TR 6.74 432.89 436.47 at Block Wall 6.60 433.03 436.61 20 - 1+20 CL 5.91 433.72 437.30 5'R 5.99 433.64 437.22 51 5.94 433.69 437.27 Fence 6.46 433.17 436.75 21 - 1+50 CL 3.29 436.34 439.92 22 - 1+70 CL 0.80 438.83 442.41 Sta. 1+79 CL Edge of Pavemt -0.30 439.93 443.51 About 0.30 above height of instrument BS on SSMH rim 8.97 430.66 434.24 BS on CB Type 1 15.51 424.12 427.70 Closes OK 0503-Barth Driveway Survey.xls 2of 2 „k Z�TL 7� 9D x3 yid e� ----------- -------- - .... �� < /Y - - _ ._ H'15 S' ss -99 t r a. - --- - 'OI -_ _.-- -------- �j� a ----- _a� �� IV,/s d� j x3 l o sfl+ Ala Lrviod ?1 < 'S:C'1y H���a'S •moil b'�Q7 '� `. A-:?,Y t/ ivb/ L���0?Jd 9�'�($121�'$ M K_r 21�/� b 19 a 15 .?a Nb-� arvoh.,cw� e��g ��sn��5> -Ld AMQ J0 A311�1nS O 01 Oo9 f d CO CB#1 TYPE 1 C, STA 0+44.5, 10.7'RT. RIM 432.75 '�/ Pam' „ IE. 429.5 ��-/ EX. SSMH 48 SURFACE FLOW LINE, TYP. SEE SECTION B—B / o�� STA 0+51 .78, 5.0'RT. 49 / RIM ELV. 433.50 EP, STA 1 +81 NEW PAVING START NEW PAVING TO SOUTH Q� END PAVING `h�i �� TYP. 5' CORNER STAKE �� STA 0+36.2, 12.8'RT. SSMH� --� ,�o �'"� � 1 FENCE STA 2+00 EX. W00 Gj cl'_ 1 +00 c) 0+00 1 1 LF 8"0 Di. PIPE @0.5% MIN., — — — — � — 2+00 REMOVE AND RESTORE ROCK WALL SEE SECTION A—A PT. lcn 1 cn �WA /� EXIST. CB TYPE 1 / // - ;� , w / RIM EL— 424.13 REMOVE EX 6"IN N � ;;, , >> 49 59'2"' � ,� �_ A� -}- EX. ECO—BLOCK WALL EX. ADD IE=421 .6 NEW 8"IN N //r CE OIF �ADIUS S EX IE=421 .08 12" OUT W // �- TA 0+67.5, �0'RT. INSIDE CURVE. UTILITY CES- PC SFA. 0+63.5, 5.0'R . TEL, POWER,I GAS PT STA. 0+48.4, 13 RT. G ® EASEMENT 20'X 66' � Y P / 41 48 LF 12 0 CPEP @1 .0% EP / 5y 40 / EXISTING GRAVEL RD CB 2 TYPE 2, 48"0 NEW GRAVEL ROAD # DETAIL A—A, SHEET 2 STA 0+9.71 , 41 .3'RT.RIM EL= 433E MATCH EXISTING GRADE / IE. 429.0 IN W. 12"CPEF END GRAVEL ROAD / IE. 421 .75 OUT S. 8"DI, STA 0+10.2, 43.8'RT. 0 209 40 MENEM 1 :240 ' PAY LIMIT FOR TRENCH BACKFILL CONTROL LINE INTERSECT FORM 3-INCH HIGH ASPHALT BERM 4'-0" FOR 12", 8" & 6" STORM LO O� Off; CTL. A STA. 0+75.00 TO DIRECT FLOW TO NEW PAVEMENT AND SANITARY SEWER LINES N O �� CTL. B STA. 0+51 .52 BOTH SIDES) N CB#1 TYPE 1 ,0; co � H OQ U IAM P L N E SEE DETAIL FOR SURFACE Gj CTL. A STA 0+60.20, O.O'RT. %� �P`%� SURFACE FLOW LINE, TYP. RESTORATION REQUIREMENTS ~ � SEE SECTION B-B -�, EX. SSMH 48"� N S CTL. A STA 0+70.06, 1 .9 Rl. SITE ACCESS �� EP, STA 1 +81 �. �O° RIM ELV. 434.21 SAWCUT EX ASPHALT �� zi STAKE NEW PAVING TO SOUTH �O' ,� NEW PAVING CORNER ST START AP \CONTROL LINE a U� Gy �� E STA 1 +06.28 ° TRENCH BACKFILL MATERIAL END NEW PAVING s; TyP. CORNER STAKE d NATIVE IF APPROVED BY ENGINEER, A\ CTL. A STA 0+54.02 SSMH �p ; ---� STA 2+00 � C EX. WOOD FENCE OR IMPORT PER SECTION 9-03.19. �w • . -- -- --- EP - v a A RUN GRAVEL). - -- - - - (BANK Cl -- -D Y �y cn 1 +0 c� - -i +95.7 - _____- � 2 Q 4 d --- - ----------- ---------- 6 SEWER PIPE 0+00 i - - --- - -- - ------ CONTROL LINE "B" �----t-- - --- - -- ------- ------ _ ------ 0--------------EX.-- - 5 -- --C a PROPOSED -_ � ED 8" " ZA 12 - 8 STORM PIPE RE AND RESTORE ROCK WALL - 8" WATER PIPE (STORM) MOVE SEE SECTION A-A PT. WA --__--- - EP ;v - c C :u) n 1 -Q FOR SEWER PIPE AND STORM PIPE: T. CB TYPE I %',;! �- � ;cis EXIS � �- 49.59'2"' i 9-03 16PIPE NBEDDING MATERIAL MATERIAL FOR SECTION / X -}- EX. ECO-BLOCK WAI L J EX. SSMH 48 THERMOPLASTIC PIPE. A�` Tr s° /� � ;i ' STA 2+90.45 f fi- CENT OF RAPIUS 30'RT UTILITY SERVICES: i 6" INSIDE CURVE,B STA L. B: TEL, POWER, GAS , p PC STA. 0+65.5, 5.0'RT/ EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) T. I a ° PT STA. 0+48.4, � � I � I DEPTH AS APPROVED BY ENGINEER. � �� PRESERVE-RESTORE - - - - - BACKFILL WITH FOUNDATION MATERIALI() ''� P ••Q' ROUNDED ROCK DITCH ' (2'- 4" QUARRY SPALLS) w - <v�i�' EASEMENT - 20'X 66' iJP CJ EP O SANITARY SEWER, STORM, AND WATER PIPES 0 TYPICAL TRENCH BEDDING AND BACKFILL y: EXISTING GRAVEL RD % O/ NOTES: NEW GRAVEL ROAD - - --- 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. DETAIL A-A, SHEET 2 2. HAND TAMP UNDER HAUNCHES. CB#2 TYPE 2, 48"0 MATCH EXISTING GRADE 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY CTL. A STA 0+15.21 , 7.0' LT. - EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE SEE SECTION A-A END GRAVEL ROAD � CTL. A STA 0+13.57 Q 20R 4.Q' HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 1 :24.0 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY I.IMIT OF TRENCH SHALL BE INCLUDED WITHIN I - THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. EX CB TYPE RIM = EL 427.70 470 ..........._........................................ ... . _ ........................... ................. ................. .................... .................. ....... . ................... EX 12"NW IE=424.66 : :2 w REMOVE EX 6"SW IE=425.3 Q NEW 8"SW IE=425.25 .........:...................:....... :. 460 ...............:.................. .............................. UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN :o 0 CB#2, TYPE 11=48' 0 o + EXISTINGU E, ' STA 0+ 15.21 , 7.0' LT. CB# w CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. RIM EL. 435.8 STA.0+60.20, 0.0' RT. CALL 48 HOURS BEFORE YO 12 NW IE=430.85 . ......... ............ U D I G - � = � RIM EL. 434.00 450 .....:...... ................... ...... ...... ... .... ................ :...................:. ---------8:�.. SW...IE=425:3.3................ ............ 6 TO STA. 1 81 ...12"SF IE=431 .09 EX. 6'WOOD : NEW ASPHALT PAVING STA. 0+3 A + -800-424-5555 SEE SECTON C-C : FENCE � - MATCH EXISTING GRADE EXCEPT NEAR SSMH EX - 8. Lv FENCE 'SLOPE NEW ASPHALT ROAD ......... .:..................... . ......... ......... DUST DESIGN ELEVATIONS AS .:. .. ..:. . ELEVATIONS BASED C.7N EX TYPE 1 CB RIM IN SR 440 8„PVC, Yp .. 440:. ... :...................:. ......... .. .... .......... . ..............;.. TO DRAIN: TO CB-1 : N SEW. R TO TIE TO CITY DATUM AND NEEDED. SURVEYOp 0.52 C SEE SECTION A-A - -4.64% FOR EX UTILITIES - - LX AND DETAILS STUB...I -4. ......... 0.48'F ...... 430 ... . V 4 33 430: SR_ MINOR FILL NEEDED SOUTH AND WEST :900 STA. 0+57 OF SSMH, APPX. 0. 1 ' TO 0.5' EX SS 4"PVC FO STUB IE=428.77 :........ ..... 420 .... . ................:..:......................... ... ............................... 420:........ ..........:................. 45 LF 12 CPEP SD 13 LF 8" DI 'SD 0.55% EX. SSMH 48" : © :0.5% STA 0}70.06, 1 :9' RT.. : RIM ELV. 434.24: -EX. 48"�, �1 410 .... : . ............:. .................... ..... ................. . :... ............:...................................... . ..................................... .SSMH - ....... ............................ . . 410:...... STA: 0+51 .78, 5.0'RT. P�� �T'Qy o RIM : ELV. 434.24 SCALE: O��oF WAsh�ti HOR. 1 "= 20' co �-- --� vER. 1 "- 10' CHECKED FOR COMPLIANCE n- TURNING LINE ON CB ..... 2+0 '°9 9 29727 a �2 RECOMMENDED TO CITY . .................................................................................. :........ ................................ . 0+00 0+50 1 +00 0+00 0+50 1 +00 o,�F Fc/sTEP�G�� FOR APPROVAL Jf�l Date SSIONAL 3 _16-c�< BY .7- -o M� ✓ Date 3 i7 c SCALE: ,�- PROFILE , CL 20 ' ESMT STORM AND DWY CL . PROFILE HOR. 1 20 CONTROL LINEEXPIRES BY Date CONTROL LINE A : SrA F YUnTIAL NAw ,M _ o aw-3/16/05 - A AS SHOWN HOMONTM:NAD 1983''99' CITY OF HOQUTAM PL NE ! SR 90 - RDR, Dwc STORM SYSTEM PROJECT LDe°°K I RENTON DRAWIM NO-. PAGE I DR, Dwc ONE LNCH AT �+l l M Pla ing/Building/Public Works Deft. STORM AND DRIVEWAY PLANS 1 - DWC/ RS IF NOT ONE PCH SHM: OF: W N0. REVISION BY DATE APPR APP�: 1 Y RS D 3 2 2 �5 0 LO tV co \/ EXISTING ECOLOGY BLOCK WALL ti ELASTOMERIC FLEXIBLE N _ I COUPLING; 6"DI TO 6"PVC, FERNGO OR EQUIVALENT, o BOTH SIDES OF CROSS C� EASEMENT BNDY. � EXISTING 20' EASEMENT 2 LF 6"06,DY SPOOL EXIST WOOD FENCE BOTH SIDES OF CROSS Z � Lr DI CROSS 8 x 6", MJ > I REMOVE EX. 6"PVC TEE ~ SHORING I L Li 1 REMOVE EX. 6"PVC, REPLACE o `J WITH 8"DI PIPE a_ ' , 5 5 \\� � 1 - EX. TYPE-I CB - - EXISTING GRADE \ 2% MIN. 2% MIN. APPX 5 LF 8"0 DI , APPX 6 LF 8 0 DI ---- EXIST GRAVEL ROAD TO BE MATCHED, 4.5' 7.5' TYPICAL NEW DRIVEWAY PAVEMENT, O P P T GAS 2" MIN. COMPACTED DEPTH, CLASS B ASPHALT, `1 TYPICAL 4) 1 .5" MIN. CRUSHED SURFACING TOP COURSE OVER ' 2.5" MIN. CRUSHED SURFACING BASE COURSE; I \ GAS MAIN, APPROXIMATE LOCATION, COMPACTED DEPTHS PIPE, TYP. UNKNOWN DEPTH Q 6- 8 No ( p REPLACE UNSUITABLE MATERIAL WITH CRUSHED ROCK BASE POWER (P), TELEPHONE (T), AND GAS SERVICES COURSE AS NEEDED. ' ( LOCATION VARIES, DEPTH UNKNOW A NTs ROAD SECTION C - C , NTS PLAN VIEW U , �- 2 Pot Al - 5+4 4r j A, nK /e,k� Rcvu f- Ja Cl3 C044c- j �f �� .►. �cn�c. �,A� EX. 6' WOOD FENCE, G - 8 No`Pvr- P;� u,, Ac,, r d w. �k 6" P;rc �i.« C D d�.l�.►u TYPICAL - MINOR FILLING NEAR EX SSMH REMOVE FOR CONSTRUCTION 8k X 6N Dz Gr•tI n« d, j . TAPER WITH CRUSHED SURFACING RESTORE TO ORIGINAL STATE ` 6`h, 4 w� /�� r��u;!t BASE COURSE, TOPSOIL AND SEED 2% MIN. PAY LIMIT - MAX 20 WIDE Fay. 4 ' Pvr- p/ al Ott,) w,�tti Ya uK WA I i , - 0' RAI T � EXISTING GRADE 0 g EXIST. ROCK WALL REMOVE FOR CONSTRUCTION EXIST WOOD FENCE z 3' 4.0' RESTORE TO ORIGINAL STATE 1 ' 10 INCLUDING FOUNDATION, BACKFILL, �- 12"MIN. DRAINROCK FILTER FABRIC, PIPE DRAIN, ETC. 0' DRAINAGE EASEMENT w EL 436.1 - - EL 435.9 RIM EL 435.8 PAY LIMIT - MAX 12'WIDE - - RIM EL. EL. 434.5 Al- EL 434.26 EL. 434.2 434.0 EL. 435.0 y _ 1 , � 4 s 2% MIN. --� �- 2% MIN. GRAVEL ROAD. EXIST SIDEWALK ELV. �� EXIST GRAVEL ROAD 1 .5" CRUSHED SURFACING TOP COURSE, OVER \ ELV. 433.1 EXISTING GRADE TO BE MATCHED, 2.5" CRUSHED SURFACING BASE COURSE, � � EXIST 1 .5 0 DUCT. TYPICAL COMPACTED DEPTHS. REPLACE ANY UNSUITABLE �\ ° MATERIAL IN SUBGRADE WITH CRUSHED ROCK. MATCH EXISTING GRADE � 428.5 SR-900 w NEW DRIVEWAY PAVEMENT, z ' r ►� i 2" MIN. THICKNESS, CLASS B 40" J PYG �� �Ih� 0.02 Fr./Fr. r �P� TOPBELMATCHEDGRAVEL ROAD \ 1L RIM EL 427.70 J 12 CPEP IN M'�.I- ° IE. 431 .09 1 .5 MIN. CRUSHED SURFACING N. IE. 430.85 r 12" CPEP OUT E. �. EL N427.5 i\\ii�\ \ \\ �. �� TOP, COURSE OVER � 2.5 MIN. CRUSHED SURFACING . . -AOCK'.WAL'L'.F�ND�A'TION'+ CB#1, TYPE 1 BASE COURSE; ;, .: i COMPACTED DEPTHS ``� , PER C.❑.R STD. DETAIL B010, 425.25; ��\���\\r���i� FRAME AND BIDIRECTIONAL VANED _ REMOVE EXIST 6 PVC, GRATE (LOCKING) REPLACE ANY UNSUITABLE MATERIAL NEW 8"0 DUCTILE IRON _ EXIST 6" PVC ' REPLACE WITH 8" DI, PER IFC❑ 312-3 EIR EQUIVALENT WITH CRUSHED ROCK BASE COURSE IE. 425.33 ------- AS NEEDED. 6' MIN. DEPTii _ SEE PLAN VIEW "A" �,�\Kyl �nm ROAD SECTION B - B , NTS N I IE. EX. CDF. 424.66, CONTRACTOR MUST EXIST. 6" PVC TEE .�FOR FIBER ' . . VERIFY! LOCATE, REPLACE WITH "OPT. UTIL..-� CB#2 TYPE 2, 48'ID 8"X6" DI CROSS PER C.D.R. STD. DETAILS B027, B035, CAUTION: FIBER OPTICS �P F WAS WITH RING AND S❑LID COVER (LOCKING) N° �" G" c�vc P'�`" LINE IN CDF, BELOW O ° "'ti NOTES. MARKED 'DRAIN' PER IFC❑ 817-1 EXISTING 6"PVC PIPE, Q� DR EQUIVALENT DO NOT DISTURB EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. PIPE ZONE: BEDDING MATERIAL APPROX. DEPTH = 5 Fr. RECOMMENDED CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. FOR THERMOPLASTIC PIPE PER SECTION 9-03.16 09 9 727 0 �Q FOR APPROVAL PLACE OVER COMPACTED SUBSOIL. o,��SF�isTEP �'`` .3 0.� S�ONALE� 3 ��-US BY CALL 48 HOURS BEFORE YOU DIG EXPIRES/01181 4,-r�7 BY 1 -800-424-5555 SECTION A-A, NTS _ alE NA AS SHOWN "ORRO""�"A° '°°3/1°°' �i HOQUTAM PL NE / SR-900 3/16/05 o >� CITY 0 F �«�: RDR, DWC .� R E N TO N STORM SYSTEM PROJECT PAGE L DRAWN: DRAW!!G NO- DR, Dwc ow W40.1 AT DATUM Planning/Building/Public Works Dept. STORM AND DRIVEWAY DETAILS 2 DWC/ RS IF NOT oNE rxN sNM: OF: w REVISION BY DATE APP APa�o- � AGmRaNMY 2 NO. RS