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HomeMy WebLinkAboutR-373705STORM DRAINAGE UTILITY PLAN LEGEND �Gr'gV� PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT O o EXISTING CONCRETE CURB = __________ "__ "_________= O�" -:;;'. _ e' NEW CONCRETE CURB GK)/IJVG EN 'e. NEW CONC. SWALE 18215 72ND AVENUE SOUTH EX. U/G POWER P(PM) KENT, WA 98032 (425)251 -6222 EX. TELEPHONE T (425)251 -8782 FAX CIVIL ENGINEERING, LAND PI V#". EXISTING STORM PIPE SD SURVEYNG. ENVRONYENrAL SERVICES EXISTING SANITARY SEWER PIPE SS i EXISTING WATER LINE ---------- W(P�I) U . PROPOSED SANITARY SEWER O \ \ \\ PUBLIC UTILITIES U PROPOSED SEWER MANHOLE • , \ EASEMENT TO CITY OF \. \ \951009 PER REC. N0. \ \ \ \ - \ 41 \ PROPOSED STORM DRAINAGE 9510090750 \ 3 �' J\��J. �� \ S H -A EXCEPTION jj13) \ /� \ ik I \\ 1 PROPOSED TYPE 1L CATCH BASIN Oj SDMH -A r I _ RIM = 26.23 \ RIMt 27.88 / /� _ CB -EJ - 8" ADS NE = 22.07 �•• pVV � 1856\ \ / fX,, \\ 15'x75' SANITARY SEWER /� /_' U \ PROPOSED TYPE 2 -48" CATCH BASIN / \ i EASEMENT TO CITY OF RENT( \\ \ 8" ADS SE = 22.12 8q PVC ESE'- 1851 �� - - -_._ �/ PER REC. N0. 9708117D1 �+ EX. CB /.11 . y G \ a,a ` \\ T 8" CONC S = 21.23 10'� CONS W �I e'S§ 0 \ (EXCEPTION jj14) `" `� RIM = 28.28 / / :,,, -P Y. - ,7, \\ 3 Y C b" CONC S =27.03 // '°��!�. \ \ PAVEMENT SWALE m 10" CONC N = 21.60 \ / O / / N1 / ,'7= " /° > : 'p ;; \ \\ c r.. a.2 15'7 CONC W = 20.88 /'^! "x / PUBLIC UTILITIES /,= " =' -' , -�\ UTILITY CROSSING /USE CAUTION E m' RI = 29.15 (UNABLE TO MEASURE) P \ / // \ _\ EASEMENT TO CITY OF / / , ='- -%" B,g ,$�„ ' O s n - 7 ONC 5 = 26.77 u NEW IE =20.98 (12" E) `'�x 9 / �/\ - -P` rc ; 95N0090749 REC. N0. VL _ ���� ° c+�, .r„ NC W = 6.75 / A °% / j �y dip /gyp (EXCEPTION jj12) /. SW53'03YI .14' � A LI I 1 CROSSINGS 1 CQ C N 6.40 EXISTING POWER y " VAULT ❑1 E P2g "SD 22.131* al T/P 8" 55 =21.49 IE 12" SD =23.26 L TIU / TIES MAINTAIN 1.5• (MIN.) VERTICAL SEPARATION BETWEEN ,N/ -: -r' WRIM 8.57 Ep$EME PER REC. ND. \ \_a. �'° UTILITIES (OUTSIDE TO OUTSIDE) ' \ \U CONC E = 26.97 zonoan 01003 s S. G 2':,:`\ ADJUST CUR NO PI P E TO NORTH (Exceano �gn) \ ® PROVIDE MINIMUM 12" CLEARANCE BETWEEN SIDE SEWER AT Sp t WnSHGeA AROU .. CROSSING of (!• O°0 PO q 26527 p �� o STORM DRAINAGE CALLOUTS ff Fg /$TERE ,� CB n CORE DRILL EXISTING MANHOLE FOR NEW PIPE -/ANAL ENG 3 CONNECTION. w p \ \;°' 42 LF 12" SD 0 0.57 n n n n ,M ``Q' F ' o 1 ° - \r °\ \ QSDSQL 11 LOCKING LID CB -I a n ° 0 0 0 0 0 / RIMR2702 L MATCH CEX. 0 PU \ICUTILITIES - �CBSP, IE IN =21.19 (12SE) EAS PER REC ° -� RIM 28.76 IE OUT =21.19 (12" W) s °& 207001003 NC E 24.81 ® (E % X17) COC 00 ;CC S = 25.28 106 LF 12" SD ®0.59, r CAUTION! EXISTING RAND -C6 CONS W - 26.56 R=373705 \ 5 X r_. UTILITY �. 10 COMMUNICATIO O \\ ° s ° \\ OW SOLD LOCKING LID" / r CROSSING UTILITY VAULT / PER DETAIL SHEET C9 z �o RIM =27.93 MATCH EX. C IE =21.73 (12" SE,NW) P \ C '/ © 67 LF 12" SD 0 1.88% � G \ °• x\ cam- /// SDCBN3, TYPE 2 -48" W /SOLID LOCKING LID i P PER DETAIL SHEET C9 W xx 7 Qi ° ° /, \10 \ RIM -28.4 PUBLIC UTILITIES ON \� \ \� \ 'Za• \, / ° `„ \ ® \ ._ EASEMENT TO CITY OF Hof %o6etx `\ \ \ \ -� FF / O IE 22.99 (12" NW. S) PROVIDE 12" T- SECTION ON OUTLET PIPE, d RENTON PER REC. N0. / °J /p` lEB' �• x\ \y / ° ° p MOUNTED TO MANHOLE WITH SUPPORT BRACKETS PER CITY STDS. 9510090749 209004'.\ ° IE =23.49 ^ (6" E) n (EXCEPTION (j12) / b \, x\ \ // V ° b ¢ x 1 ' 8 -� _° �° i .a.O °/ •S. \ \ ® 128 LF 12" SO 0 0.5% x NE'LY 60' POWER LINE EASEMENT x 4 a dF y a° a a Y TO UNITED STATES RE AMERICA PER r1� REC. N0. 3207080 RELINQUISHED i\ � \ � I® �� °. \ -*/° -s % \ O 6" SD CLEANOUT TO FINISH GRADE. � G PER REC NOs. 715585 AND `I,ICAUTIOI ^- - \ SEE DETAIL 8 /C7. °' G m m 705924 (EXCEPTION ij2) \ 1\ TILITY 6" PVC 0 1.0% MIN. FOR CONNECTION OF a - `. ROOF DRAIN DOWNSPOUT COLLECTOR PIPES. 11 7'x13' FILTERRA UNIT PER DETAIL SHEET C9 '_ ° z s s S ?' FLOWLINE ELEV =27.15 s mi y w E OUT723.65 \\ V, \ \ 10 ® O ° , \ \\ 0 4" PVC 0 2.0% MIN. FOR ROOF DRAIN CONNECTIONS TO n .a i N n a ,n n o CB -J / \ U, hhAll STORM. SEE ARCHITECT PLANS FOR CONNECTION AT COLUMN. .•i \ J \\ \ r.. C NNEC T TO 12 �- ° - \ a RIM = 25.29 \ STO MD RAIN �. P \ \ Project f): 13245 Slore 400459 ° \ 8" ADS W = 2.42 1i \ Designed By: CMT o \ � SSMH -B \\ \ ° , \\ \ GENERAL NOTES: Drown By: RDC J rr' RIM = 2NW - 0 1. CONTRACTOR SHALL FIELD VERIFY LOCATION. SIZE, AND TYPE OF EXISTING m \ �� \8" PVC NW 19.07 \ 1 \ E Ro 1 \.. \ / \ \\ Checked By: JH E r� 8" PVC S 19 12 \ \SEMEN\ \ s N P / L UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE r q FA 4 N \\ Dole: 9.7.2012 m \ - \ \ ,`) REPORTED TO ENGINEER IMMEDIATELY. \ r o 8" PVC E 20.32 \�. 92 \0\ \ \/ / ° (TO REMAIN, ADJUST RIM la \ \\ \ 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START Scale: 1' =20' ° \ i TO NEW FINISH GRADE) \\ \ \ \\ \ \ P /l OF CONSTRUCTION. o, \ ,o c \• _ � / P �'` Disk File: 13245- 05-U.tlw � A 3. ALL PIPE MATERIALS, FITTINGS, ETC. SHALL BE FROM CITY OF RENTON Model: APPROVED TYPES. o \ u \ \ \\ N \ H CONTRACTOR TO CONTACT VIC IBARRA (POTELCO /PSE) u 0 253 - 606 -5084. 10 DAYS IN ADVANCE OF WORK TO / ` Address. 431 RAINIER AVENUE SOUTH ` SCHEDULE POWER DISCONNECT IN EXISTING BUILDING ` /\ RENTON, WA 98057 n 1 \\ \ AND FIELD MEETING FOR DIRECTION ON LOOPING NEW / TON \ a CONDUITS IN HANDHOLE. /� , \" / vApproved b . Date: 7 � to FRED MEYER `^ \ i " ! FUELING FACLRY A pp r ve db: Da a Permit No. U13001730 M Approved Date: Drawing No.: ssMH -D a ° RIM = 28.53 ./. / // /_ n Approved by: Date: v 2�p 76 S" umy (T1 w� d � ,01ro ND W °z J