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Home My WebLink AboutPH066446PROJECT LOC R.D. 112 w s. N T.G. 97A A "M10 ZOO wmdd ma W33 do a: a: 0 VICINITY MAP CONVENTIONAL SYMBOLS FOR EXISTING TOPOGRAPHY CURB -------- CURB a GUTTER Iz GUTTER �- PAVEMENT: CONCRETE ASPHALT —� WALK BARRICADE X X X BUILDING DEAD MAN, GUY POLE 9 FENCE x x X FIRE HYDRANT K> MANHOLE 0 PIPE POLE 0 R. R. XING POST SIGN SIGNAL: CONTROL BOX C� FLASHING TRAFFIC LOOP L.� STREET LIGHT TREES: PALM OTHER VALVE b WALLS: BRICK/BLOCK CONCRETE STONE WELL OR VAULT WHEELCHAIR RAMP r, GUARDRAIL T T T RAILROAD rl LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS CASH CONTRACT NO, 3469 N DIAMOND BAR BOULEVARD PATHFIN DER -ROAD_ TO BREA CANYON ROAD rwewwwo nr X , loc. 33NO FLAIR ORIVE SUIT! SS® EL MONTE, CALIFORNIA 91731 PHONE: (818) 571-6653 (213) 283-8155— ■r; /W4;0 pi4rl/y o^TE; b-Z7-$tv NICK DOHERTY R.C.E. NO.32967 PRIME CONTRACTOR LICENSE REQUIRED A or C w4 aok � 32967 . DATE my INDEX SHEET NO.1 SHEET NO. 2 ___SHEET NO. 3-8 - PLAN T TITLE SHEET TYPICAL SECTION SHEET PLAN AND PROFILE SHEETS TRAFFIC SIGNAL PLAN CONSTRUCTION LEGEND ITEMS UNDERLINED TO BE CONSTRUCTED (D PORTLAND CEMENT CONCRETE CURB AND GUTTER. �2 PORTLAND CEMENT CONCRETE CURB. O ASPHALT CONCRETE CURB. ® PORTLAND CEMENT CONCRETE GUTTER. n e PORTLAND CEMENT CONCRETE SIDEWALK. �6 a PORTLAND CEMENT CONCRETE SIDEWALK. PORTLAND CEMENT CONCRETE PAVEMENT ON BASE MATERIAL. Q ASPHALT CONCRETE PAVEMENT. a -ASPHALT CONCRETE PAVEMENT ON BASE MATERIAL, 10 ASPHALT CONCRETE PAVEMENT, VARIABLE THICKNESS. II ASPHALT CONCRETE PAVEMENT WITH REINFORCING FABRIC. I© SLURRY SEAL. 13 COLD Mill ASPHALT CONCRETE PAVEMENT. DRIVEWAY. 15 ALLEY INTERSECTION. r ® CROSS GUTTER. I7 RETAINING STRUCTURE. _DRAINAGE SYSTEM AS SHOWN ON SHEET INDICATED. 19 HOUSE WALK AND/OR STEPS AS SHOWN ON HOUSE WALK AND STEP LIST. @ HEELCHAIR RAMP. 21 1210 CLASS A TOPSOIL ON 21a CLASS B TOPSOIL WITH MOISTURE SAO ADJUST MANHOLE TO GRADE CONCRETE BUS PAD R)VER ROCK IN 21/2" THCK CEMENT MORTAR. CONSTRUCTION NOTES �R 36.01�.161 A.C.►1 �--ABOVE THE LINE: DISTANCE BACK OF APRON AND WIDTH OF CONSTRUCTION BEHIND APRON. TREE TO BE REMOVED E u BELOW THE LINE: THICKNESS AND TYPE OF SURFACE 3 MATERIAL BEHIND APRON. LEFT OF THE LINE: rt STA. OF DRIVEWAY APRON. RIGHT OF THE LINE: DRIVEWAY WIDTH "W" OF APRON AND RESIDENTIAL OR COMMERCIAL TYPE DRIVEWAY. • 1001 OMEABOVE THE LINE: STANDARD PLAN OR THICKNESS OF SURFACE MATERIAL IN INCHES AND A.C. PAVEMENT MIX. S 44_De taril 1 A,8 BELOW THE LINE: DETAIL REFERENCE OR THICKNESS OF BASE MATERIALS IN INCHES. 24-01 W REVERSE TAPER. 24-02 PARABOLIC FLARE. as BUILT' rt CURVE DATA SHOWN IN TABLE ON PLAN. pate 33.01 19 u REVI ER. APPROVE T.A.TIDEMANSON DIRECTOR By DEPUTY DIRE �F SUBMITTED i li viR�1— — * REVIEWED PH066446* MwTr—�nii�"7[ 6.tTT PROJECT NAME DIAMOND BAR BLVD. IPROJECT s1oNs NUMBER 3469 N SHEET I OF 6 SII . ND.