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HomeMy WebLinkAboutTED4001234.6(See Sheet 2) co C )/ NOTE: Raise all valve box covers to match new pavement elevations. �/% � _* h / CO o / / i �P C / � SCALE: 1 = 20 REMOVEC.D. FRAME f` CRATE � � ` REPLACE WIrH FRAME e COVER TO ELEV. 313.07 % -REMOVE BUrrON ANL7 /QEIN57-AL L �� REMOVE SroPS/�N�\ �� coUPON COMPLETION OF PAVINCa. / O N % 3t3 i RELOCATE STREET 3I6N RAISE CATCH BASIN FRAME faRATE TO ELEV. 314,30 N / % 'a RELOCATE STOP S/GN � pEAD END 516N 13• EX. P.P. y —MOVE F/RE HYDRANT TWO FEEFaACK OF CURB i�TOP/BAR , t EX STREE SIGN, Dy y h EX. SLUE BUTTON 24 --SD— — — i0 , �SD� `EX. STOP SIGN a DEAD END SIGN ___ 8° __.-pl-_-•-W ___ .__� U IN, \� 1 \ 7 I---8"-------SS— IF415E NH FRAM, TO ELEV. 30.52 g'—/— - --- —SS— - / �'> i S_ 18 th ST. I / -MATCH EX/STIN4 PAVEMENT ToPT ID I I� FS D-1 � I {jPC I rn I ,II EX. TE EPNONE e0X \ I EX. STOP SIGN o � Ih 1 0 I I I II i REMOVE CA%CH 5A5I1V FRAME ¢ GRATE REI-LACE W/rH FRAME f COVER =I Q I jl N TO ELEV. 313. 76 IIN I I II I REMOVE 5TOP SION i co I1 I I Q I j it I cc I I� INTERSECTION DETAIL - GRANT AV. S_! S. 18th ST., & S. EITHIER RD. CL R R W 30` - SIODe- easements 26� _ _-. --- - --- 18 as required I e✓ SloPeya-1 Type A curt a Gutter L 4" Concrete sidewalk EXist�q_9-- / --- Select, on -site material -Match existing grade -- - 30'- - ------ - 18' - --- - 2'5 \--2" Asphalt concrete pavement Class B \ 2° Asphalt treated base _4" Crushed rock 12" Bank run gravel, Class B (if required) GRANT AV. S. -_-STA. 1+40 TO STA.18+85.72 q_ 3RAW 030 \ 2, 10, 10, 2F i 2- 6" Crushed rock surf( cin - G ' Banh run gravel, Class B (if quired) - ">111-Select, on -pile materlai — `-Matcn existing grade STA. 22 t t5 TO STA. GRANT 00 �� O 'IC\� � � C', W m MMM Z NON - �EeFORATEO ae q/it/ e;4L V 11/617- ANO Wd 5W/E 5WEL L ENO OF BOG T TO P,e6I✓ENT REtiIOI/4G OF NUT _____-� C;ROUA/O L/NE OENSE /A/- 5/7-,l !-,QgNULAR SO/[ S /Z"ti//1V. Ty/CKIVESS k✓ELL 4'R40EV 42414,RRY 6P,4ZC M4TE.e%4G / jz ' TO ¢' SyZE ¢ "� PE.PFORATEO PWWAI ROCK WALL DETAIL /Y rT. ROCK WALLS MATERIALS 1. Size categories shall include: Three-man rocks (800 to 1200 pounds), 16" in least dimension; and Four -man rocks (1200 to 1600 pounds), 18" in least dimension. Five -man rocks (1600 to 2000 pounds), 24" in least dimension. Five -man rocks shall be used for bottom course rock in all rock retaining walls over 6' in height. 2. The rock material shall be as nearly rectangular as possible. No stone shall be used which does not extend through the wall. The rock material shall be hard, sound, durable and free from weathered portions, seams, cracks and other defects. The rock density shall be a minimum of 160 pounds per cubic foot. 3. The wall shall be started by excavating a trench, not less than one (1) foot in depth below subgrade in excavation sections or below the existing ground level in embankment sections. 4. Rock selection and placement shall be such that there will be minimum voids and, in the exposed face of the wall, no open voids over six (6) inches across in any direction. The final course shall have a continuous appearance and be placed to minimize erosion of the backfill material. The larger rocks shall be placed at the base of the rockery so that the wall will be stable and have a stable appearance. The rocks shall be placed in a manner such that the longitudinal axis of the rock shall be at right angles or perpendicular to the rockery face. The rocks shall have all inclining faces sloping to the back of the rockery. Each course of rocks shall be seated as tightly and evenly as possible on the course beneath. After setting each course of rock, all voids between the rocks shall be chinked on the back with quarry rock to eliminate any void sufficient to pass a 2 inch square probe. 5. The wall backfill shall consist of quarry spalls with a maximum size of four (4) inches and'a minimum size of half (-1/2) inch. This material shall be placed to a twelve (12) inch minimum thickness between the entire wall and the cut material. The backfill material shall be placed in lifts to an elevation approximately six (6) inches below the top of each course of rocks as they are placed, until the uppermost course is placed. Any backfill material on the bearing surface of one rock course shall be removed before setting the next course. �4L ✓ EYE BOLT, _4W,41V4K, 5/B ' ,014, M/N. 5123" C,qL V/N/ZEO EYE TO BE L,41, l eE EiYO, I, /l TO /. W. Q C. IN/2E W�PEFL EC TO Q/ZEO CO�/E4 ALLOW Cy4/1V TO `455 7X,R ee�W LOOP CG4",- ENO APPeOX. 2' GENI7/-1 5//6' ;.4LV Gf14/N TO CONNECT P40GOGKE/> ENO ` NO 5/8 V EYE BOZ 7- N ~ LOHROUH C/C © TR AF FGC C,4L l! NUT F� GV'45f✓ Z Ill -III =Ill=1UI IIII='III I I ,PEFLECTOQ/LED 5/hN I I Wit- I 20' ,�POAOlrVgY <,4G l//N/ZEO STEED POSTS -J I I I_-Ji //V 6: MA S, �s reeasemerits_� — II _ - - aquired I Exist, grade (Typ.) h existing grade �2' Asphalt concrete paving 4 Crushed rock surfacing \_12" Bank run gravel, Class B (if required) o/ STA. 18 + 85.72 TO STA. 22 + 15 2sfioo AVEM 0 S . Per F12F 14095-Y41- C+ / ry —� ReivTVN Match existing grade NOTE : CONrRACTO Q SNAG L FU4/l//5// GOG,G- ANO klEY OF Tc/E S/ZE 4N17 X,5fgk�APPeO(/EO 6Y THE C/T/ OF .eENTOAV F/QE /�EP,4RTMENT TRAFFIC BARRIER DETAIL NA S. e flr� S u Ilyl, P �0, z \ it cCNSUITAN\CD R-/?3406 ,eE//VFORCEO CO/VGRETE #¢ rPEBgR SEE NOTES I I OPL ZO " CONCRETE SLAB PLACEMENT FOR OLYMPIC PIPELINE PROTECTION N.T. S. NOTES: I. All rebur shall be #4 and conform to ASTM -615. They shall be r.ew free from rust, scale or other coatings. 2. Rebar parallel to the pipeline shall be placed 18" 0. C. 3. Rebor perpendicular to the line shall be placed 18" 0. C. 4. Slab shall run frorn curb to curb along entire length of pipelines. 5. Soil beneath slab shall not be disturbed. 6. Concrete shall have a minimum comp. stress of 3000 lbs. 7. Slab shall extend 3' on both sides from pipe centerline. 8 Slab shall be a minimum of 3' above 20" pipeline. J.-.3 G B... REVISIONS 1\10. DESCRIPTION/ DATE BY / 4O0E0 7,1ZAFF/4 gARR/ER BETA/L i•/6-d3 Q SLAB f, W444. P--7Q/1- q,y RODEO REF..EC77VE S/yV Tb 2.2.83 r u �T Z 3 Q Q v incorPOf'tft� y Z Z Q Q J a 1 y W W _Z a Z W Z O F_ 0 _Z LO Q 3 v) J h-" Q . O D cn L W W 0 f.- 00 in J- W Z Wa. n Q F-: 0 Z(J-) crCL p Z 4X (ji F- O Z �- W V Z W Z W Q Wo WM < Z O E- Z W JOB NJ. 1-324-008-821 DESIGNEE R D G DRAWN J H D CHECKEC DATE December 1982 6 OF SHEET_. rz); P- /P ' fe CD 6