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HomeMy WebLinkAboutR-3693054rn NOTES: CONSTRUCTION NOTES: CD 1. SEE SW DRAWINGS FOR PROFILE AND DETAIL O1 HMA CL 1/2 IN. PG 64-22 0.25' C'7 ON STRUCTURAL RETAINING WALLS. COMPACTED DEPTH - WEARING COURSE O 2. SEE ROADWAY PLANS FOR BARRIER TYPE O HMA CL 1/2 IN. PG 64-22 0.60' W RW CL CONSTRUCTION AND PLACEMENT. COMPACTED DEPTH - LEVELING COURSE � I 52.5' "S" LINE 36.5' 3. UNDERDRAIN PIPES SHALL BE FIELD -FITTED IN VICINITY OF GUARDRAILS. SEE ROADWAY O CSBC 0.45' COMPACTED DEPTH 1--------- PLANS FOR GUARDRAIL LOCATIONS. 4 O CEMENT CONCRETE TRAFFIC CURB AND z VARIES 4. SEE DRAINAGE PLANS, DRAINAGE PROFILES GUTTER 6' PEDESTRIAN AND DRAINAGE DETAILS FOR STORM 14 3 PATH 1' DRAINAGE SYSTEM AND UNDERDRAIN SYSTEM 0 WASHED PERMEABLE BALLAST DEPTH 18" L © CONSTRUCTION GEOTEXTILE FOR MAX 1 - LAYOUT AND DETAILS. a �� 2% - rEL 19.00 MIN 1 1' 4' T 5. SEE ROADWAY PLANS FOR MODULAR BLOCK UNDERGROUND DRAINAGE EXISTING GROUND '�r�-\� \\� 2' 1 11' 11' 2' VARIES L g W 3 I SHY LANE LANE SHY EXISTING WALL AND FENCING LAYOUT AND DETAILS. O7 GRAVEL BORROW, DEPTH VARIES a ©KEY IN `V MAX 1 1 1 0.5' GROUND m 11 6. QUARRY SPALLS PLACED AT 3-FOOT DEPTH ® 4 1 1 8 QUARRY SPACES 1.33' DEPTH 10 TYP 9 1 27 _ j 2 4 BELOW PERMEABLE BALLAST FROM STA "S" 2% SE STRUCTURAL 18+84 TO STA "S" 21+50, 2' RT TO 34' RT. m 3 2%' RETAINING WALL QUARRY SPALLS 1' DEPTH O PROFILE SEE NOTE 3� GRAVEL BACKFILL o, PIVOT POINT I1 � 10 CSBC 0.17' COMPACTED DEPTH �❑_ C 1----------- --- -- UNDERDRAIN PIPES 2'-9• FOR DRAINS 11 CEMENT CONCRETE SIDEWALK 0.33' DEPTH __ v ,---------------- ,-------------- �• 6 TYP 5 (SEE DETAIL RS-3) CL CONSTRUCTION I CONSTRUCTION / GUARDRAIL, SEE NOTE 2. "S" LINE CY "S" LINE i 1 I I FACE OF CURB / SEE 4 r-, . ovO SY 13 CONCRETE BARRIER, SEE NOTE 2. 4' SHALL NOT 7 �� ��f30 O j I EXCEED FACE *SEE NOTE 6* �� 14 PERMANENT SEEDING ON TOPSOIL TYPE B - 1 1 1 1 OF GUARDRAIL 1 I 1 I - Ory 0.33' DEPTH E TYPICAL SECTION - SW 27TH ST 4' 6 TYP - -- - - 1- SCALE: 1"=4 H 1"=4 6 V 5 V-' PERFORATED 1 �� 1 1 ❑��_ Q ---- STA "S" 18+60 TO 18+85 4 PVC PIP 1 1 PROFILE I PROFILE 1 , I I UNDERDRAIN DETAIL PIVO �_---- T POINT , PIVOT POINT , ------------------- SCALE: 1"=2'-0" H 1"=2'-0" V AT CONCRETE BARRIER AT GUARDRAIL SCALE: 1 =4 H 1"=4 V SCALE: 1"=4 H 1"=4' V STA "S" 18+60 TO 18+65 LT STA "S" 18+65 TO 18+85 LT CL CONSTRUCTION EXIRWNG WIDTH VARIES FURWRE Rr 52.5' "S" LINE 37.5' 21.3' TO 19.0' — - - --------- 1 oI 0.5' VARIES FENCE, SEE NOTE 5 1 6' PEDESTRIAN 8 I CONCRETE PAD I I U 14 3 PATH 1' i i SE STRUCTURAL 9 HEIGHT ii I. •. AX 1 I I RETAINING WALL EXISTING GROUND 3 27 - EL 19.00 MIN I 1' 4' 2' I 11' 11' 2' VARIES 2.00' MIN EXISTING GROUND 3 I SHY LANE LANE SHY GRAVEL BACKFILL o ©KEY IN 11 MAX 1 1 i 0.5' ,- FOR WALLS a 4 1 1, g 0' MIN o I 6 _______________ TYP 9 2%_ I 2 4 2% ` , MODULAR BLOCK 10 4 CONSTRUCTION 3 2% - 6 TYP WALL, SEE NOTE 5. PROFILE S' LINE FACE OFICURB 2.00' MIN 6 TYP PIVOT POINT I1 1 I SHALL NOT .���������-- i �`1 UNDERDRAIN PIPES EXCEED FACE 111111--T--------_' - --- (SEE DETAIL RS-3) T j OF GUARDRAIL 6 TYP 5 ���%��/�� 1 1 LL �,�♦ 1 7 SE *SEE NOTE 6* % r- -7 4 1- 1 I 1 L��0 1 ,_1 1 a ( PROFILE - - - - - PIVOT POINT ___, F TYPICAL SECTION - SW 27TH ST N AT GUARDRAIL - SCALE: 1 =a H 177 v SCALE: 1"=4 H 1 =4 V STA "S" 18+85 TO 19+12 STA "S" 18+85 TO 19+12 LT SEE SHEET RS-6 FOR STA "S" 19+12 TO 21+00 z R-369354 12 FEDAID: STPUL-127005) RECORD.... M °^°7.1 Y CITY OF STRANDER BOULEVARD EXTENSION 5/20/I5 HPP-1276(005) ') BergerABAMm_ AS SHOWN �`"" � FXNTON PHASE 1, SEGMENT 2A SOME DATA ON RECORD DRAWINGS DRAWING � IS BASED UPON INFORMATION `� "�""� BEE Public Works Department PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 E� DATUM Approved For Construction ROADWAY SECTIONS CONTRACTOR TO THE CITY OF KK NAS RS-3 in Federal Way, Washington 98003-2600 .. RENTON, THE CORRECTNESS TO THIS 206 431-2300 Fax: 206 431-2250 NO. REVISION BY DATE APPR �`'NFPC01�'""` SHEETS DATA HAS NOT BEEN VERIFIED. ( � � ) — Robert M. Hanson P.E. Date �� 54 ��23