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HomeMy WebLinkAboutR-372342TBLOCK_COR OTOP351308 CUWS351308 CUSD351308 CNOT351308 CGRD351308 CSIT351308 keymap OSIT351308 w o � O w J LL I I w C/) I Q Z Z I F- w T L) 0 o Ir a. Q 0 00 LAJ � O M W J � I I � 1 !Y r l s 4 w t. : r a , • a :f 8 3 -:� ° l x F ,..z X. J ... „ _.. .. _. 29 { N � i j : l # i • XX i ,d ` s W W # CB185, TYPE 1 ft # _ 20 0 10 +46.58, 12.38' T A RD RD V i (PUBLIC) IE =428.6 42LF 10 10 21 LF CB165, T WE 1 =4za o 36 ff STA 11+ .22, 12.25' RT STA 12 +79.45 13.22' RT - P DlJ 430.2 35 (PUBLIC) 34 STA 10 +42.87 14.1T RT PAD =433.5 (PUBLIC) 30 5 PAD = 432.4 IE= 429.1 SEE C3.03 PAD = 432.2 L W D N 2 PW STA: 11+89.82 + P EL: 433.58 Q 450 �, Z o LOW PT STA. 10 +46.58 100 00' VC ca LOW- PT- EL: 428.89 Z W II II PVI STA: 10 +64.82 Q OQ > °� O � CnIc J P V1 EL. 428.21 ZO 0i 00 o, a, 100.00 VC -}. ^ + �• ° CV 64 Q ^ `° cv N o "� EXISTING GRADE O W o �N • ^ oo FINISH GRADE ® + ° ® ROADWAY q . • •. n 0 •�� ��' vv ROADWAY - o�- V W II II +N� +N �' mtb W� F-N - F- -•� �-. II •4.i uj Iii - - - _ L-U cl:: m -- _ WW - - e 430 - - -- _ c 145 �F O 58'' - N 4f6LF 12" SD (PUBLIC) 59LF 12" SD (PUBU 420 _ _ �� _ S =� C8160 TYPE 1 08180 TYPE 1 _ _ G8170 TYPE 2 -48" Q RIM��I433.04 CB150 TYPE 2 -48" RIM 435.08 RIM =4��S -6242 52 m lE(12'�) -. 2 2. �0 413.04 RIM 434.39 m IE(12'�5) =438: �-3 429.73 � IE(12"S) =4 425.14 1E(12"W) =4�� 424.28 m IE(12"W) -- 4 31422.49 IE(12"W) 429.88 IE(121E)- 425.04 " W IE 6'N - 430.08 LAJ IE(12 S) = x:90-423.24 4t IE(12"E) =#x 422.29 Z ( ) IE(6W) 425.22 «� Z 410 1E(6N) =423.40 1E(12wS) =4 :3! 422.29 v'Q ( PUBLIC ) ? (PUBLIC) 430 (PUBLIC) cn (PUBLIC) 440 ( Pveuc CB175, TYPE 1 _ )" 25LF 1 SD RIM 493:.;1432.80 V e o IE(12NN) --4 1429.25 �''' S =1.00 IE(6 'S) 1429 95 (PUBLIC) Q 25LF 12 SD 400 C6185, TYPE 1 (PUBLIC) RIM = 4'28:&2.4 .. _ _ 420 _ 430 0 2�pU�9 430 e 1 28 55 S =3 -�4�K E(12'N)=4192- iff. 05 1425.80 2 17.12x IE(6wS)= w- 42&.44 426.27 ,S` Sp CB165 TYPE 1 RIM-434.92 434.88 (PUBLIC) IE 12fi1 43).01 390 (PUBLIC) 420 420 ELEVA TION AT EXIST. GROUND ELEVATION AT FINISH GRADE A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. CONSTRUCTION NOTES v• DRIVEWAY TABLE V- C1q `� is N ei- LOT z STA 77 ON.. OFFSET Cs WIDTH 1 STA 10+ 77 37, 13.00' L T 18' 2 STA 11 +7. 2 38 1 3.00 L T f 18 3 STA 11+7Z39, 13.00' LT 18' 4 STA 12 +27.70, 13.00' LT 18' 5 STA 12 +55.70, 13.00' L T 18' 34 STA 11+69.80s, 13.00' RT 18' 35 STA 11+41.80 13.00' RT 18' 36 STA 10 +85.79, 13.00* RT 18' CONSTRUCTION NOTES T Aj 1 SPILL CONTROL TEE PER COR STD. PLAN 237.00 i >1 0 2 SA WICU T REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. PAVEMENT SECTION TO MATCH EXIST. I 30 PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 4� APPROX. LIMIT OF GRADING ' OSIDEWALK RAMP TYPE 3C PER COR STD. PLAN F012 -2 I v• x z V- C1q `� is N ei- O ROADWAY SURVEY MONUMENT WITH CASE PER COR STD. z i T � Cs O et 00 � N ° � Kam, �: �° �i° �"� �"� el- e1• � ef- m °� : ►''� �}- 8 CEMENT CONC. SIDEWALK PER COR STD. PLAN F005 -1 AND F007 01 �I- m r7 � WIDTH PER PLAN. Z m 0 g TYR CEMENT CONC. VERTICAL CURB AND GUTTER PER COR STD. 10 +80 T Aj 1 SPILL CONTROL TEE PER COR STD. PLAN 237.00 i >1 0 2 SA WICU T REMOVE, AND REPLACE EXIST. HMA PAVEMENT; MIN. PAVEMENT SECTION TO MATCH EXIST. I 30 PIPE OUTLET PROTECTION PER DETAIL ON SHEET C3.103 4� APPROX. LIMIT OF GRADING ' OSIDEWALK RAMP TYPE 3C PER COR STD. PLAN F012 -2 I 450 d O PIPE INLET PROTECTION PER DETAIL ON SHEET C3.103 O Ln to 00 N DO v e} t N N el- e1- V- C1q `� is N ei- O ROADWAY SURVEY MONUMENT WITH CASE PER COR STD. .d- °� r- e}• LO � N e}- PLAN H031 O et 00 � N ° � Kam, �: �° �i° �"� �"� el- e1• � ef- m °� : ►''� �}- 8 CEMENT CONC. SIDEWALK PER COR STD. PLAN F005 -1 AND F007 01 �I- m r7 � WIDTH PER PLAN. r _ � �z 10 +00 0 g TYR CEMENT CONC. VERTICAL CURB AND GUTTER PER COR STD. 10 +80 11+20 PLAN F001 11+60 W 6" PVC (UNLESS NOTED FD 0 THER WISE ON PLAN) ROOF DRAIN 12 +80 10 COLLECTION PIPE, SEE DETAILS ON SHEET C3.103, APPROX. 0 LENGTH AND UPSTREAM INVERT ELEV. PER PLAN G SIDEWALK RAMP TYPE 1D PER COR STD. PLAN F010 1 12 CEMENT CONCRETE DRIVEWAY TYPE 3 PER COR STD. PLAN F004- 4. O 05/01/1 JBS' REFER TO DRI VEWA Y TABLE THIS SHEET FOR LOCH TIONS AND WD TH y �5 MAILBOX INSTALLA 710N NEIGHBORHOOD DELIVERY AND COLLECTION z 7 Date: 13 BOX UNIT PER COR STD. PLAN H026 • CB160 IE REVISION RAS T GROUND MOUNTED STREET NAME SIGN PER COR STD. PLAN G013 CITY VERT. 14 8 W/ STOP SIGN T 15 O R OU N D S OLI D LOCK IN G COVE R r � GG 16 O H022 FX ED WDODEN BOLLARD COR SD . P LAN � Z T PE 17 REMOVABLE WOODEN BOLLARD PER COR STD. PLAN H021. D 20 40 18 TYPE III BARRICADE PER COR STD. PLAN H018 Approved by: REVERSE TYPE 2 CATCH BASIN PER STRUCTURE PLACEMENT I 19 0 TAI ON SHEET C3.102 DETAIL RECTANGULAR BI- DIRECTIONAL VANED GRATE PER COR STD. PLAN 0204.30 21 ADJUST EXIST. RIM TO FINISH GRADE I 450 d n , ; 0i } O Ln to 00 N DO v e} t N N el- e1- V- C1q `� is N ei- ,_ ca `_ vi °' o N e}- ei- .d- °� r- e}• LO � N e}- O et 00 � N ° � Kam, �: �° �i° �"� �"� el- e1• � ef- m °� : ►''� �}- �"� ef- 01 �I- m r7 � r _ � �z 10 +00 10 +40 10 +80 11+20 N 11+60 W 12 +00 12 +40 12 +80 13 +20 0 10 20 CITY OF RENTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/1 JBS' Approved by: Date: 2 CB160 IE REVISION RAS 06/16/1 MJH N/A CITY VERT. IN FEET 3 AS- BUILTS GG 03/16/15 JBS AMIE B. SCHROEDER, DRAM PE �JL RENTON 0 20 40 Approved by: Date: PETER EVANS 01'15 ''�" DATUM _ HORIZ. IN FEET Approved by: Date: CIE B. SCHROEDER, PE E., Planning /Building /Public Works Dept. Copyright ©2014 CPH Consultants, LLC. All Rights Reserved. A roved b : Date: NO. REVISION BY DATE APPR APPROVED � A00011106 MY 7 420 410 400 390 NOTE 1. ALL DRAIN PIPES (SO) 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 PLACEMEN T DETAIL ON SHEET C3.102. 3. ALL CATCH BASIN STRUCTURES SHALL BE PROVIDED WIRECTANGULAR METAL FRAME AND VANED GRA TE PER COR STD. PLANS 204.00 AND 204.20 UNLESS NOTED OTHERMSE. R -3 71342 !gill menI.Ioo A d 01 ■. - Q 0 n a z G z C 3 m m I i r� < w r _ � �z - I N i 1 W " UNAL D.- - I D 3 CONSULTANTS I o Site Planning ' CrA Ergnmq ( m CALL BEFORE V YOU DIG Land Use Cult * • Project Menapment s 733 7th Avenue, Suite 100 I Kirkland, wA 99033 T Z i - $40- 424rJ$S5 Phone: (425) 285.2390 i FNC (425) 285-2399 � • www.cphconsultants.com r'1 3A7: LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS - E-D° : ;)AGE: DRAM C tic: ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE C3.01 9-EE': 12 �:40 NINININIA1