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HomeMy WebLinkAboutR_5833_S--·-------·-····-·"--· ------------······-· -------··-,., ....... ____ , __ -----·--·· ...... ---------···-·"·-··----___ ,_., __ ----------------------------------------------------· 56 52 L=19 90' V,t,. "' 0, cri .., 48 .,; '--1 -N -w .:. ,-'""IWEit ~NISHEn ~, 1gcAr>r-,ri -i2RC lmSE0-1='. -u j;) .. .. . 44 L 12.4 ..... "': v.v, + c..j "' ..: 0 40 => u N -u • ..; a; ..... N ~ ;;s "' + i':i ~ w~ w ,-.... a_ .... u 0, "' z 0:: ,,, 0:, ": "'i "' + 0 ": ,-V, "' "' ~..; u 36 ..., "' ~ ~ -..:::. g ~ ..... .::. --~ ..... N 0 s ..; 0, ::; U') "' "': "? 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"' --EX STING FL DWLINE N + ' .,; -..., 6 '--1 ;<D L 19.9u nn -·-· 11+00 12+00 '4 11111"" CONSTRUCTION NOTES (i) @ Q) © ® ® (J) ® ® @ @ CONSTRUCT C.B.C. CURB RAMP PER A.P.W.A. STD. PLAN 111-2, CASE C. CONSTRUCT P.C.C. CURB "TYPE B" PER CITY OF NEWPORT BEACH STD. DRAWING 182-L. CONSTRUCT PARKING TURNOUT PER CROSS SECTION HEREON. REMOVE EXISTING CONCRETE SIDEWALK. PROTECT EXISTING POWER POLE AND GUY WIRE IN PLACE, WORK COMPLETED BY S.C.E. REMOVE EXISTING PARKWAY DRAIN AND CATCH BASIN. REMOVE EXISTING P.C.C. DRIVEWAY APPROACH. CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY OF NEWPORT BEACH STANDARD DRAWING 180-L. CONCRETE CLASS SHALL BE 560-C-3250. CONTRACTOR TO ADJUST EXISTING ELECTRICAL EQUIPMENT TO GRADE. CONSTRUCT CURB DRAIN -CASE 11 INLET, PER APWA STD. PLAN 150-2. INSTALL 3-4" PVC SCHEDULE 40 PIPES. REMOVE EXISTING CURB & GUTTER. \ ,= "? "' - --' + N - ' : ,- z . 7 f= ~ -r N cri ~,,i;'lo ~ .::. o,,(5.96_t!_c -"' !f: ,__:c----·-- o; r 'I- ..... ~ 156 152 148 ------· ---· ·-·· ----·---------· ·----·-··· ·-------------· . --··-·· ,, __ -----------------------------------___ ,_,, _____________ ---______ ,, __ , _________ , ___ ,, ----------------··-·· --~--------- STANDARD STREET IMPROVEMENT NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 2000 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACTS SPECIAL PROVISION. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C, FOR ROADWAY SHALL BE CLASS 560-C-3250. 5. ALL EXISTING UNDAMAGED CAST IRON WATER BOX COVERS ARE TO BE REUSED. THE VICINITY MAP HARBOR VIEW ELEMENTARY SCHOOL 900 GOLDENROD AVE. NEWPORT BEACH, CA 92625 ;;;-u <o ~ V, ,-~ CITY'S UTILITIES DIVISION SHALL RELOCATE WATER METERS TO THE PROPER LOCATION, ADJACENT TO THE PROPERTY LINE, AND MAKE ANY NECESSARY VERTICAL ADJUSTMENTS TO THE WATER SERVICES AFTER THE CONTRACTOR HAS COMPLETED DEMOLITION AND REMOVALS . 'I-.-~ .... ~ - u I 't~ <0 <O N ..... CP, l'"1 o:::i "' .., ;,_ ;,_ 0, ..... 0 '-;> a; t c..j N w -"' L :10 i:::.c• O.C. -144 q.20· 140 u. 136 6. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES} FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS . 7. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. HOLD HARMLESS & INDEMNIFICATION CLAUSE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, THE CITY OF NEWPORT BEACH, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CITY OF NEWPORT BEACH, OR THE ENGINEER. 132 f I (30'} 128 ( 18') PROFILE SCALE: GOLDENROD A VE. HORIZ: 1" = 20' VERT: 1 .. = 4' 14 SAWCUT AND REMOVE 12" WIDE EXISTING A.C. PAVEMENT SECTION. A.C. PAVEMENT TYPE Ill C-3 WITH 6% AR4000. U---' ,-~ .......... 0:,...., U) 0 "' ...., -- REPLACE WITH 8" MIN. FULL DEPTH CONSTRUCT 6" P.C.C., CLASS 560-C-3250, OVER 4" A.B., COMPACTED AT 95% DENSITY. CONSTRUCT P.C.C. CURB & GUTTER "TYPE A" PER CITY OF NEWPORT BEACH STD. DRAWING 182-L. RELOCATE AND/OR RESET, WITH DOCUMENTATION, THE EXISTING BRASS CAP T.B.M. AND CENTERLINE TIE BRASS TAG LOCATED IN THE TOP OF THE EXISTING CURB. EXISTING EDISON UNDERGROUND LINE TO BE PROTECTED IN PLACE. ENCASE IN CONCRETE IF COVER IS LESS THAN 30". FL EX. P.L. I 30' 12· 8' SECTION A-A N.T.S. GOLDENROD AVENUE DETAIL -AREA 1 SCALE: 1" = 10' PROP. P.L. I 2· CURVE TABLE NO. .6. R L T 1 71'32'40" 10.00' 12.49' 7.20' 2 115'24'56" 5.oo· 10.07' 7.91' 3 26' 49'25" 42.50' 19.90' 10.13' 4 26'49'25" 42.50' 19.90' 10.13' 5 26'49'25" 42.50' 19.90' 10.13' 6 26'49'25" 42.50' 19.90' 10.13' 7 121'15'14" 5.00' 10.58' 8.88' 8 64'08'53" 1 o.oo· 11.20· 6.27' BASIS OF BEARINGS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM (NAD83} DERIVED FROM POINTS OCS 6291 AND OCS 6292 FOR WORK DONE ON SCHOOL PROPERTY REFER TO DEPARTMENT OF STATE ARCHITECT PROJECT No. 04-104344, GRADING PLAN, SHEET C002. CONTRACTOR SHALL REMOVE (E)CONFLICTING A.C. PAVEMENT, FENCE, & BIKE RACKS FROM WORK AREA. Underground Service Alert ~,JORE 'Q:: ~ "I,=% Call: TOLL FREE ((((} 1•800 111rr 227-2600 rNO WORKING DAYS BEFORE YOU DIG LEGEND 1'/11 WATER VAULT "" WATER FAUCET t1 FIRE HYDRANT ~ FIRE DEPT. CONNECTION .'l GAS METER 1G] GAS VAULT 0 GAS VALVE 11111 GRATE TC TOP OF CURB FL FLOW LINE GB GRADE BREAK TOS TOP OF SLOPE TOE TOE OF SLOPE EP EDGE OF PAVEMENT FS FINISHED SURFACE FF FINISHED FLOOR e WATER VALVE Ell WATER METER - - - - PROPERTY LINE CL CENTER LINE TE TRASH ENCLOSURE )·------GUY ~RE -•-•· CHAIN LINK FENCE -0-~ WOOD FENCE @ STORM DRAIN MANHOLE (D TELEPHONE MANHOLE ~ SEWER MANHOLE © SEWER CLEANOUT @ SURVEY MONUMENT 0 POWER POLE ~ TRANSFORMER i CONCRETE PINE TREE TREE PALM TREE RD ROOF DECK TP TOP OF PARAPET @ ROOF DRAIN o VENT PIPE ~ SKY LIGHT IHVACI AIR CONDITIONING @ EXHAUST CONSTRUCT 1 /8" THICK X 2" DEEP WEAKENED PLANE OR PLASTIC CONTROL JOINT WITH 1 / 4" RAD. CONSTRUCT C.B.C. CURB ACCESS RAMP PER AREA 1 DETAIL HEREON. GRAPHIC SCALE ~ ELECTRIC PULL BOX * STREET LIGHT i DISH ANTENNA 0 POWER OUTLET ◄ TV ANTENNA EXISTING CITY STREET LIGHTING CONDUIT. CONDUIT BELOW P.C.C. SECTION. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO LOWER BENCHMARK DATE RECOMMENDED:R,;J..o..4~~ CITY TRAFFIC ENGINEER 20 0 20 ( IN FEET} 1 inch = 20 ft. 40 b-TRAFFIC SIGNAL = SIGN ®"--,FLAG POLE ~BLOCK WALL I>" CELULAR ARRAY @ FAN & HANDICAP DRAWING NO. ~~~PA~ l'.~~~ERVISION t=;No=·=~==o;,;1e=~==1n;iti;a1=~======================~D=•s=,r=ip=U=on============= = = = = = = = = = = = = = = = = = = = = = = ; = A ~ p ~ p ' ~ d . = = ~ = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = ⇒-O-RA_N_G_E_C_O_U_N_TY_S_U_R_V_EY_O_R_'S--;_B_Y_:_R_.L _ . C _ . __ R_.c_.E_. _· _25_0_68 _____ -+_9,_7'.1_~_5.i_vi_z:1_'3 _ _, REVISIONS REFERENCES STREET IMPROVEMENT PLAN FOR GOLDENROD AVENUE HARBOR VIEW ELEMENTARY SCHOOL 1---+---1---1----------------------------t----t----------------------------------------JBENCH MARK 3K-55-99 CHECKED l---+---1---1----------------------------t----t----------------------------------------JELEVATION = 142.851 FEET RECOMMENDED: l--+--+---+-------------------------1----t------------------------------------J(NGVD29) ~~~~~~~I 900 GOLDENROD AVENUE R-5833-S .... ~ (Neb F PUBLIC WORKS R.C.E. NO. DEPARTMENT OF PUBLIC WORKS CITY OF NEWPORT BEACH SHEET 1 OF 2 .• W63, W65 200' TO BCR LEGEND -EXISTING PAVEMENT LEGEND -EXIST!NG RED CURB -EXISTING ORNAMENTAL STREET LIGHT -EXISTING SIGN AND POST -NEW SIGN AND POST -NEW PAVEMENT LEGEND (FEBT) -FACING EASTBOUND TRAFFIC (FWBT) -FACING WESTBOUND TRAFFIC SNS -STREET NAME SIGN I I INSTALL W63, "' u ID 0 ,.. 0 a N RELOCATE W66, INSTALL TYPE 1(10) r1~to STOPPING BUSES ONLY ri?6(§) SPECIAL REFER TO CALTRANS R26(S) SIGN SPECIFICA.TION FOR DIMENSIONS AND LETTER SIZES CHECKED BY: A.E. GENERAL NOTES 1. ALL WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA DEPT. OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY 2002, CALTRANS TRAFFIC MANUAL, LATEST EDITION, AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 2. TRAFFIC STRIPES, PAVEMENT LEGENDS, AND RAISED PAVEMENT MARKERS SHALL BE PER CALTRANS TRAFFIC MANUAL, MAINTENANCE MANUAL, STANDARD PLANS ANO STANDARD SPECIFICATIONS SECTIONS 84 AND 85, JULY 2002. 3. PAVEMENT LEGENDS AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND STD. CALTRANS STENCILS. TR~FFIC STRIPES SHALL BE PAINT AND SHALL BE APPLIED IN TWO COATS. 4. STRIPING SHALL BE "CAT TRACKED" AND APPROVED BY THE C!l'/ TRAFFIC • ENGINEER PRIOR TO FINAL INSTALLATION. MINIMUM OF ONE WEEK NOTICE REQUIRED BY THE CITY TRAFFIC ENGINEER FOR APPROVAL OF STRIPING. 5. REFLECTORIZE ALL TRAFFIC STRIPES, PAVEMENT LEGENDS, AND PAVEMENT MARKINGS. 6. ALL CONFLICTING STRIPES ANO MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. REMOVE ALL CONFLICTING RI\ISED PAVEMENT MARKERS. 7. PAVEMENT DAMAGED DUE TO THE REMOVAL Of RAISED PAVEMENT MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER. B. ALL SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO THE CITY YARD. 9. ALL SIGNS SHALL BE NEW (OTHER THAN THOSE SHOWN TO BE RELOCATED). ALL NEW AND RELOCATED SIGNS SHALL BE MOUNTED ON NEW POSTS WITH NEW HARDWARE. SIGNS DESIGNATED FOR INSTALLATION ON EXISTING STREET LIGHT POLES SHALL BE MOUNTED WITH NEW HARDWARE. 10. TRAFFIC SIGN DIMENSIONS, COLORS, AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATIONS SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. REFLECTOR!ZE ALL SIGNS. 11. NEW W63 AND W65 SIGNS SHALL BE REFLECTORIZED WITH FLUORESCENT YELLOW-GREEN SHEETING. 12. THE EXACT SIGN LOCATIONS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. 1.3. INSTALL TWO-WAY BLUE REFLECTIVE PAVEMENT MARKERS OPPOSITE FIRE HYDRANT LOCATIONS PER FIGURE 6-44 OF THE CALTRANS TRAFFIC M.~NUAL, ( IN FEET) I inch = 20 ft. DATE SIGNING AND STRIPING PLAN FOR GOLDENROD AVENUE DRAWING NO. HARBOR VIEW ELEMENTARY SCHOOL R-5833-S APPROVED ~&,,.,,J,_f1¾P'Y'1+.--,, CTY TRAFFIC ENGINEER 900 GOLDENROD AVENUE DEPARTMENT OF PUBLIC WORKS SHEET 2 OF 2 R.C.E. No. 1:Z..O<\ 5 CITY OF NEWPORT BEACH