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Home My WebLink AboutR-372349450 MCI 430 420 410 fif 390 SEE C3.01 450 440 430 420 410 430 v e 400 T C8220, TYPE 2 -48" RIM= 434. 434.53 IE(247J)= 429- 73429J8390 420 IE(24"W)= +F9- 73429.88 (PUBLIC) rELEVATION AT EXIST. GROUND 380 ELEVATION AT FINISH GRADE 05/01 /1 JBS wwE 380 2 STORM PROFILE REVISION RAS 09/16/1 MJH AMIE B. SCHROEDER, PE 3 c o a-) a� M- a� C* N 03/16/15 JBS 0 N o (0 ;o 1 N N N N N N C14 114- C%4 N C14 O O CS , o A t B. SCHROEDER, PE NO. REVISION BY DATE AP P R AP APPROVED 43 +20 42 +80 42 +40 42 +00 41+60 41+20 40 +80 40 +40 40 +00 39 +60 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET Approved by: Approved by: Approved by: Copyright © 2014 CPH Consultants, LLC. All Rights Reserved. Approved bv: CITY OF RENTON Date: Date: Date: Date: 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01 /1 JBS wwE N/A 2 STORM PROFILE REVISION RAS 09/16/1 MJH AMIE B. SCHROEDER, PE 3 AS —BUILT GG 03/16/15 JBS ! W m Z DAAwIt PETER EVANS oNE r�aa Wrr OW � 'G`E ACCOFA NM Y M o A t B. SCHROEDER, PE NO. REVISION BY DATE AP P R AP APPROVED HORIZO« AL NAD 1983/1901 DATU M CONSTRUCTION NOTES lO SPILL CONTROL TEE PER COR SID. PLAN 23700 OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT- MIN. PAVEMENT SECTION TO MATCH EXIST. 3O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 O APPROX. LIMIT OF GRADING @SIDEWALK RAMP TYPE 3C PER COR STD. PLAN F012 -2 6O PIPE INLET PR01EC71ON PER DETAIL ON SHEET C3.103 O7 ROADWAY SURVEY MONUMENT KITH CASE PER COR STD. PLAN H031 CEMENT CONC. SIDEWALK PER COR SID. PLAN F005 -1 AND F007. WIDTH PER PLAN. Og TYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER COR STD. PLAN F001 0 6" PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF GRAIN COLLECTION PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LENGTH AND UPSTREAM INVERT ELEV. PER PLAN 11 SIDEWALK RAMP TYPE 10 PER COR SID. PLAN FOfO OREFER CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR SID. PLAN F004 -4. TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND INOTH MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLECTION t3 BOX UNIT PER COR SID. PLAN H026 GROUND MOUNTED STREET NAME SIGN PER COR SID. PLAN 6013 14 W/ STOP SIGN 15 ROUND SOLID LOCKING COVER 16 FlXED WOODEN BOLLARD PER COR STD. PLAN H022 17 REMOVABLE WIDODEN BOLLARD PER COR STD. PLAN H021. 18 TYPE 111 BARRICADE PER COR SID. PLAN H018 SREVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102 0 RECTANGULAR BI- DIRECTIONAL VANED GRATE PER COR SID. PLAN 204.30 21 ADJUST EXIST. RIM TO FINISH GRADE NOTES. 1. ALL DRAIN PIPES (SO) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS. 2. ALL CATCH BASIN LOCA11ONS REFERENCED TO CENTER OF STRUCTURE. GRATE PLACEMENT SHALL BE PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED W11?ECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERWISE. M Iloo a� 4% 0 CP H 4w w M up - IT trw CONSULTANTS R3723— Site Planr • (W Evneenng 49 6a CALL BEFORE Land Use Conwbig . Project Management YOU DIG 733 7m AMenua, Suite loo i Ktrkiand, VA 99033 1 -1800- 4245555 phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com Via'= LIBERTY GARDENS ��► �- CITY OF 02/21/1 : ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS 14! RENTON ��= �w►w +rrG 'vC Planning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3 Og 19 40 I 4 . t A[ ININININIAIA In tJ 8 1 Z = ' C ;. ? Z - IM ! W m Z T M D i> i w 8 I m r m D I I 0 M D Z 2 C M III I I � tJ 8 1 o 00A ' D ;. ? Z - N j I W I I � 8 1 o �O � c .. ;E D ;. ?