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HomeMy WebLinkAboutR-376306Ell O 50 40 30 20 6 10 lL '.I V ;LTi F 1�c C21. O ar m w / 4 - - , X 0 0 3 c 0 Y 0 /—EXIST ROW PLAN -_JGP ..rte. AGF e 0 593+40 N EV O 0 r v FEDAID: 5 - CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 J 594+00 0i BergerABAM 33301 9th Avenue South, Suite 300 Fede21 Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 NO. 595+00 DRAINAGE REVISION PROFILE SCALE: 1'=20'(HORIZ), 1'=10'(VERT) REVISION 1 596+00'� 10� ° 1 597+00 SEE SHEET DR -1 ADAM 11.20A41 1zrerFR1. FE901ED: AS SHOWN MEN F WN: JCR pIFC%ER •T ( E ll SPT IF DDT DDE �� BY DATE APPR �^ �"F'u0P0ixGLY LEGEND N NEW CEMENT CONCRETE SIDEWALK ® NEW ASPHALT PAVEMENT OLANDSCAPING AREA GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983(91) VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929. 2. SEE CHANNELIZATION DETAIL PLANS FOR DIMENSIONS AND HORIZONTAL CONTROL. 3. PROVIDE INLET PROTECTION AT ALL EXISTING AND PROPOSED DRAINAGE COLLECTING STRUCTURES DOWNSTREAM OF CONTRACTOR'S WORK AREA. CATCH BASIN INSERTS SHALL BE REMOVED UPON COMPLETION OF CONSTRUCTION ACTIVITIES. 4. SEE ELECTRICAL PLANS FOR ALL ELECTRICAL ITEMS CONSTRUCTION NOTES C> CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER DETAIL DT -1 CONSTRUCT CEMENT CONCRETE SIDEWALK PER DETAIL DT -1 3� CONSTRUCT 4' INDUSTRIAL BLACK VINYL COATED CHAIN LINK FENCE PER DETAIL DT -1 �i ® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB ! \ PER DETAIL DT -1 CONSTRUCT ASPHALT PAVEMENT PER( -1 D DRAINAGE NOTES PROVIDE TYPE 3 MANHOLE PER WSDOT STANDARD PLAN B-15-60.01. PROVIDE 12" HDPE CONVEYANCE PIPE AT LENGTH & SLOPE bo MN NS. 1 NATION INLET TYPE CATCH BASI ER CITYNDARD DETAILS . . ADDD 'DO NOT DUMP" STENCIL - WELD ORRE ID NTO LI ®PROTECT EXISTING UTILITY APPURTENANCES. ADJUST TO FINIS D GRADE AS REQUIRED R,yEiLLOCCATE CSE�OV2 L jK VAAULLT TONT- ER STTm • 'Vp,�• VA ' ©GRJgqTET TH/SQLID/L(CCI'T GSNIDTPEECS}EGD,'fs` 1h ./RrCE v ADA D IL 2664. O N 2 1 QF 7bN/ OFFSET/ADJUST GRATE LOCATION TO BE WITHIN THE GUTTER PAN 50 ® PROVIDE TYPE 2 CATCH BASIN PER CITY OF RENTON STANDARD PLAN 201.00. ADD FISH DECAL AND "DO NOT DUMP" STENCIL - WELD OR STAMP STRUCTURE ID ONTO LID. 40 A B C 0 E F C H CIO C1730 �\ti . . . . . . . C13 R=376306 C15 Cie, -i-'+- _ 20 C171 C 10 597+50 IN COMPLIANCE WITH CITY OF RENTON XSyANDARDS BY: Date:(�•i•/�i BY: Date: BY: Date: BY: Date: C18 C2) '.I V ;LTi F 1�c C21. O ar m i / 4 - - , X n 0 3 c 0 Y z 3 Y � m ffi m n MH 101 EX MH 59735 CB 102 CB Type 2 -60" EX SDMH 96504 CB TYPE 2 - 48" "B" MH TYPE 3 - 60" STA "B" 596+08.00 CB TYPE 2 - 48" STA "B" 597+35.49 STA "B" 594+00.00 Q STA 595+27.85 ' 14.42' RT 14.10' RT 14.00' RT IM 25.00 RIM 25.75 RIM 23.87 EXISTING "B" GROUND RIM 24.61 IE 16.06 IF 16.05 (24" W) IE 15.55 (24" E) ® � LINE IF 75.96 (24" W) IF 17.00 (12" S) IE 16.05 (24" E) I 15.55 (24" W) E- IE 16.06 (24" E) IE 16.06 (24" E) -- r ii — - - - - - - - - - - - - - - - - - - - 128 LF 24" R EX RCP 80 LF 24 EX RCP 127 LF 24 EX CP- -__ -- - ----- - - _ --__ �- --- - -- --------�- ------- --- _-- — — — — — — — — — — — — — — — — — _ — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --� r — - ---- ------- _ S-0. < 2% L J 5=0.009, 1 CB PE 2 - 48" e 5-0.007 L J W C MBI ATI N L 96+1 .00 Q 37.82' RT RIM 24.42 e 0 593+40 N EV O 0 r v FEDAID: 5 - CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 J 594+00 0i BergerABAM 33301 9th Avenue South, Suite 300 Fede21 Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 NO. 595+00 DRAINAGE REVISION PROFILE SCALE: 1'=20'(HORIZ), 1'=10'(VERT) REVISION 1 596+00'� 10� ° 1 597+00 SEE SHEET DR -1 ADAM 11.20A41 1zrerFR1. FE901ED: AS SHOWN MEN F WN: JCR pIFC%ER •T ( E ll SPT IF DDT DDE �� BY DATE APPR �^ �"F'u0P0ixGLY LEGEND N NEW CEMENT CONCRETE SIDEWALK ® NEW ASPHALT PAVEMENT OLANDSCAPING AREA GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983(91) VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929. 2. SEE CHANNELIZATION DETAIL PLANS FOR DIMENSIONS AND HORIZONTAL CONTROL. 3. PROVIDE INLET PROTECTION AT ALL EXISTING AND PROPOSED DRAINAGE COLLECTING STRUCTURES DOWNSTREAM OF CONTRACTOR'S WORK AREA. CATCH BASIN INSERTS SHALL BE REMOVED UPON COMPLETION OF CONSTRUCTION ACTIVITIES. 4. SEE ELECTRICAL PLANS FOR ALL ELECTRICAL ITEMS CONSTRUCTION NOTES C> CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER DETAIL DT -1 CONSTRUCT CEMENT CONCRETE SIDEWALK PER DETAIL DT -1 3� CONSTRUCT 4' INDUSTRIAL BLACK VINYL COATED CHAIN LINK FENCE PER DETAIL DT -1 �i ® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB ! \ PER DETAIL DT -1 CONSTRUCT ASPHALT PAVEMENT PER( -1 D DRAINAGE NOTES PROVIDE TYPE 3 MANHOLE PER WSDOT STANDARD PLAN B-15-60.01. PROVIDE 12" HDPE CONVEYANCE PIPE AT LENGTH & SLOPE bo MN NS. 1 NATION INLET TYPE CATCH BASI ER CITYNDARD DETAILS . . ADDD 'DO NOT DUMP" STENCIL - WELD ORRE ID NTO LI ®PROTECT EXISTING UTILITY APPURTENANCES. ADJUST TO FINIS D GRADE AS REQUIRED R,yEiLLOCCATE CSE�OV2 L jK VAAULLT TONT- ER STTm • 'Vp,�• VA ' ©GRJgqTET TH/SQLID/L(CCI'T GSNIDTPEECS}EGD,'fs` 1h ./RrCE v ADA D IL 2664. O N 2 1 QF 7bN/ OFFSET/ADJUST GRATE LOCATION TO BE WITHIN THE GUTTER PAN 50 ® PROVIDE TYPE 2 CATCH BASIN PER CITY OF RENTON STANDARD PLAN 201.00. ADD FISH DECAL AND "DO NOT DUMP" STENCIL - WELD OR STAMP STRUCTURE ID ONTO LID. 40 A B C 0 E F C H CIO C1730 �\ti . . . . . . . C13 R=376306 C15 Cie, -i-'+- _ 20 C171 C 10 597+50 IN COMPLIANCE WITH CITY OF RENTON XSyANDARDS BY: Date:(�•i•/�i BY: Date: BY: Date: BY: Date: C18 C2) '.I V ;LTi F 1�c C21. O ar m i ' I C24 C25 _ - N C26 C27 C28 On 20' 10' 0 20' 40'm SCALE IN FEET "° /I DPoMw �R, PEDESTRIAN PATHWAYS AND PARKING s�„�, BOE/NG® N. 6TH ST. IMPROVEMENTS DATUM PLAN PROFILE - SHEET 1 3-7 & 30 i K L 10/24/14 PP -1 6 26 n 0 u O u= m ;o m yD N < Z LY/ n 0 n 9 u O D m ;o a yD N < Z LY/ o � Z 0 3 c 0 Y z 3 Y � m ffi m n P n z� u O w � � m �o nz D i L R> x 0 3 c 0 Y z Y � w z n 8 O a m D Fyo� u, x Z