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HomeMy WebLinkAboutR-372344TBLOCK_COR E- W OTOP351308 c�zav, rrt -4t� CUWS351308 _ 8, 7� CUSD351308 w CNOT351308 26 CGRD351308 O CSIT351308 U keymap w MEMO Li z Z Uj w 0 o of Q 0 W m J 450 430 420 410 390 �: 6 6 I PAD= 4-37.3-1 PAD =4 .9 4 A0 =435.3 3 PAD= 433.8 SEE C3.02 SEE C3.01 A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 Ey W.M. RIM- 434.39 E- W I c�zav, rrt -4t� ..: _ 8, 7� IE(12"1N) =4&".-& 422.49 PW STA: 20 +65.00 26 m IE(12'E) = # 422.29 � @SIDEWALK RAMP TYPE 3C PER COR SID. PLAN F012 -2 P W EL: 433.28 v °� 22 +05.69, _ _ 100.00 VC 08130, TYPE 1 w (� _ (PUBLIC) _ RIA4 =425:88 425.66 00 PLAN F001 29 6' PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN �N COLLEC110N PIPE, SEE DETAILS ON SHEET C3.103, APPROX. U') LENGTH AND UPSTREAM INVERT ELEV. PER PLAN s .�� �� C� +� # �j� +N IE(12V) 420.6 (PUBLIC) � -�' @MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLEC110N • . N� 1E(61E) -'' G. §§ 421.05 24LF 12" SD 14 W/ STOP SIGN N� 15 ROUND SOLID LOCKING COVER V •• �id .• 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. RT 18 TYPE Ill BARRICADE PER COR SID. PLAN H018 O19 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102 WW wi 00 2.05X -1.95X 5.33X ---- --- --- - - -� EXISTING GRADE +0i 410 CB135 TYPE 1 -- _ _ 0 ROADWAY N Nm- IE(12'E)- 421.96 IE(6v)= 420.79 ELEVATION AT EXIST. GROUTED (PUBLfC) ELEVA 71ON AT FINISH GRADE �0 RIM- 434.39 CONSTRUCTION NOTES I c�zav, rrt -4t� ..: _ 8, 7� IE(12"1N) =4&".-& 422.49 RIM= 432.07 26 m IE(12'E) = # 422.29 � @SIDEWALK RAMP TYPE 3C PER COR SID. PLAN F012 -2 !E(12'�l)T421.59 v IE(12"S) 422.29 22 +05.69, 1E(12'S)- . 421.49 08130, TYPE 1 w (PUBLIC) _ (PUBLIC) _ RIA4 =425:88 425.66 Q PLAN F001 29 6' PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN /E(12N) 420.68 COLLEC110N PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LT LENGTH AND UPSTREAM INVERT ELEV. PER PLAN s IE(12'S) 420.48 �� C� 11 SIDEWALK RAMP TYPE 10 PER COR SID. PLAN F010 # �j� 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR SID. PLAN F004 -4. IE(12V) 420.6 (PUBLIC) 21+94.93, @MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLEC110N RT BOX UNIT PER COR SID. PLAN H026 32 1E(61E) -'' G. §§ 421.05 24LF 12" SD 14 W/ STOP SIGN RT 15 ROUND SOLID LOCKING COVER 33 16 FIXED WOODEN BOLLARD PER COR SID. PLAN H022 (PUBLIC) 420 g 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. RT 18 TYPE Ill BARRICADE PER COR SID. PLAN H018 O19 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102 / RECTANGULAR BI- DIRECTIONAL VANED GRATE PER COR SID. PLAN 0204.30 5.33X @ ADJUST EXIST. RIM TO FINISH GRADE 410 CB135 TYPE 1 ifn RIM -T�.�. °^ 425.76 IE(12'E)- 421.96 IE(6v)= 420.79 ELEVATION AT EXIST. GROUTED (PUBLfC) ELEVA 71ON AT FINISH GRADE �0 N N O ca Ln N O o0 el- 21+20 21+60 20+00 20 +40 20 +80 0 10 20 CITY OF RENTON 1 Approved by: Date: 2 VERT. IN FEET 0 20 40 Approved by: Date: HORIZ. IN FEET Approved by: Date: Copyright© 2014 CPH Consultants, LLC. All Rights Reserved. Amroved bv: Date: N0. PVI STA: 22 +30.00 PVI EL: 415.13 FINISH GRADE 0 ROADWAY _ w r V ►"� �O 22+00 CONSTRUCTION PERMIT APPROVAL AS- BUILTS REVISION RIM 414.71 IE(121E) =4�-e8 411.58 IE(6"W)=44+.-48 411.86 ( PUBUC) O U*) �wl C eh 22 +40 JBS GG BY 410 57LF 18" SD (RUBL/C) S�1:9B� 0 ap CNO wi 22 +80 '01 1 JBS � 16 1 JBS oESOMM. AMIE B. SCHROEDER PETER EVANS CHECKM JAMIE B. SCHROEDER DATE AP P R 01"' �pROVED 26 PAD =416.8 ■ r s s cc r\ c0 23 +20 N/A Ow Sol AT Fu.i WCE PE F MIN ONE NM srxE A00011111ONGLY :8120, TYPE 1 Ce125, TYPE 1 STA 22 +70.69, 12.25 RT (PUBLIC) J �15' Puauc SEWER ESMT. RECREATION TRACT 450 440 430 420 410 400 380 DATUM NOTES. 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS 2. ALL CATCH BASIN LOCATIONS 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 W/RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERINSE. KEYMAP r" R- 311344 Z CONSTRUCTION NOTES (D SPILL SPILL CONTROL TEE PER COR SID. PLAN 237.00 T T ^\ Y OSAWCUT REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. PAVEMENT SEC 110N TO MATCH EXIST. 3O PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 26 4O APPROX. LIMIT OF GRADING 22 +55.69, @SIDEWALK RAMP TYPE 3C PER COR SID. PLAN F012 -2 LT 6O PIPE INLET PROTEC110N PER DETAIL ON SHEET C3.103 27 O7 ROADWAY SURVEY MONUMENT N17H CASE PER COR STD. 22 +05.69, PLAN H031 LT OCEMENT CONC. SIDEWALK PER COR SID. PLAN F005 -1 AND F007. 28 WIDTH PER PLAN. 21+55.69a Og TYP. CEMENT CONC. VERTICAL CURB AND GUTTER PER COR SID. LT PLAN F001 29 6' PVC (UNLESS NOTED OTHERWISE ON PLAN) ROOF DRAIN 21 +05.69, COLLEC110N PIPE, SEE DETAILS ON SHEET C3.103, APPROX. LT LENGTH AND UPSTREAM INVERT ELEV. PER PLAN s STA �� C� 11 SIDEWALK RAMP TYPE 10 PER COR SID. PLAN F010 # �j� 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR SID. PLAN F004 -4. 31 REFER TO DRIVEWAY TABLE THIS SHEET FOR LOCATIONS AND IMOTH 21+94.93, @MAILBOX INSTALLATION NEIGHBORHOOD DELIVERY AND COLLEC110N RT BOX UNIT PER COR SID. PLAN H026 32 GROUND MOUNTED STREET NAME SIGN PER COR SID. PLAN 6013 21+66.93t 14 W/ STOP SIGN RT 15 ROUND SOLID LOCKING COVER 33 16 FIXED WOODEN BOLLARD PER COR SID. PLAN H022 22 +45.93, 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. RT 18 TYPE Ill BARRICADE PER COR SID. PLAN H018 O19 REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT DETAIL ON SHEET C3.102 / RECTANGULAR BI- DIRECTIONAL VANED GRATE PER COR SID. PLAN 0204.30 N @ ADJUST EXIST. RIM TO FINISH GRADE NOTES. 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS 2. ALL CATCH BASIN LOCATIONS 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 W/RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERINSE. KEYMAP r" R- 311344 Z DRIVEWAY TABLE T T ^\ Y LOT STA TION, OFFSET WIDTH 26 S TA 22 +55.69, 13.00' LT 18' 27 STA 22 +05.69, 13.00' LT 18' 28 STA 21+55.69a 13.00' LT 18' 29 STA 21 +05.69, 13.00' LT 18' 30 STA 20+7769., 13.00' LT 18' 31 STA 21+94.93, 13.00' RT 18' 32 STA 21+66.93t 13.00' RT 18' 33 STA 22 +45.93, 13.00' RT 18' NOTES. 1. ALL DRAIN PIPES (SD) SHALL BE 12" LCPE UNLESS NOTED OTHERWISE ON PLANS OR PROJECT DETAILS 2. ALL CATCH BASIN LOCATIONS 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 W/RECTANGULAR METAL FRAME AND VANED GRATE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERINSE. KEYMAP r" R- 311344 Z YI Z T T ^\ Y i L Z to m m Lr D li =z f- -z Fr i I D i I i O a D Z Z C 3 m m n i l I i i J g > w tv 77 � (� N i � W CONSULTANTS I al III Site ftnnq • CM EVneaq _ D CALL BEFORE Land Use Consulting . NDpd Mianap'meryt YOU DIG = _ 733 7th Avenue, Sl U it 100 I NrWW, A �Rh7J T 14800- 4245555 phone: (425) 28&2390 ( FAX: (425) 28&2389 Z www.cphconsultants.com A CITY OE L LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS RENTON ,AGE_ DRAWING NC: Planning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE 03.03