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Home My WebLink AboutR_5756_SI u <( w co z -" ' 0 z !:l s t- ~ cc ffi (_') D z " ~ cc t-D 0 w er. u " z 0 □ J ::> D I I z s u... " ~ u I a: w 1 []J ~ ::J z VI (9 ~ z ~ F a: □ r5 ~ -:,. ffi --.t " '- rn j t ~ • H ::J t z J (9 '-.. -c ~ ~ (/ $ <;(; "' <! l,. a: s: " -+-□ " ~ ·"' d) M • • • 0, ;: "O -0 -C 0 . <!! (Il II w _, G:: " z cc D "' ~ ,.., -a: ~ .. w u -[]J ui ..,. z " i·~ N ~ > 4 0 "' e " ~ ::J 0 i:: z . ffi C 0 ro ~ z ~ E 0 rri n ~ '-N 0 '-,.., 0 -u 0 u z -, t;i ADAMS AVE. Cl1Y OF COSTA MESA VICTDR~ n i ! 19TH ~· ST. ~ ro ORANGE COAST COLLEGE ~ 0 ro ~ ST. sf;:- Q.<:j ~ "' PAC;r-@-INDICATES AREA r IC SHOl'/N ON LOCATION MAP VICINITY MAP REDUCED SCALE SYMBOL LEGEND SMHO 1·, scoo 10 . . . I _. ....•. •. --: . . . • . . . . . . . . MANHOLE CLEANOUT BLOCKWALL TREE ASPHALT PAVEMENT CONCRETE BUILDING EXISTING IMPROVEMENTS PROPERTY LINE EXIST PROPERTY LINE NEW CONSTRUCTION ---t---EXISTING CENTERLINE ----SS-----EXIST SEWER LINE ----DW-----EXIST WATER LINE ----ELC-----EXIST POWER LINE ----TEL ----EXIST TELEPHONE LINE ----CATV----EXIST CABLEVISION LINE ----SD-----EXIST STORM DRAIN ----GAS----EXIST GAS LINE --··--SAWCUT LINE TOP OF SLOPE -t--or-TOP OF BERM Underground Service Alert ci ~ "' w ~ it CALL TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG BAKER ORANGE CO. FPJRGROUNDS AB AC AP AVE BEG BLVD BOT Cl CIP 4. CL CLR CMB CONB CONC CONST CP TEST DR E/E'LY EC EJ ELECT ELEV EXIST FG FL FS FT GALV GSV GV HP HORIZ HWY INT INV LAT LOL LT MH MIN MAX ,:s: • • UPPER~ EWPOR:1,-_\ BA TY<S'. F /SON I • y ffi Cl1Y / OF / IRVINE UNIVERSITY U.C.I. JpeR GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, CALTRANS STANDARDS (LATEST EDITION), STANDARD SPECIAL PROVISIONS, STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND SUPPLEMENTS. . 2. STATIONING REFERS TO CENTERLINE OF STREET. 3. 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 OF NEW FACILITIES. WPO EAC I BON TA RD. \ . \ ~~{--~~---- CllY <I"! \\ TORAGE '::/: \ PUBLIC WORKS DEPARTMENT B~SON AVENUE/ BAYSWATER DR~VE ~-NTE Ft{-s-E CT ~oN-~ M-PA O v-e ME NTS 4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 5. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET. 6. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. SEE SOILS REPORT FOR ADDITIONAL INFORMATION. A COPY IS AVAILABLE FOR REVIEW AT THE CITY OF NEWPORLB.EACH-PUBLIC WOB~S_DEEARTMENT. 7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 6 ABOVE FROM CAL-OSHA. YARD & -' \\,- RESER. ~ RD. 8; I OC[AN PROJECT / LOCATION ' ABBREVIATIONS AGREGATE BASE ASPHALT CONCRETE ANGLE POINT AVENUE BEGIN BOULEVARD BOTTOM CAST IRON CAST IN PLACE CENTERLINE CHAIN LINK/CENTERLINE CLEAR CRUSHED MISCELLANEOUS BASE CITY OF NEWPORT BEACH CONCRETE CONSTRUCT /CONSTRUCTION CATHODIC PROTECTION TEST BOX DRIVE EAST /EASTERLY END CURVE EXPANSION JOINT ELECTRIC ELEVATION EXISTING FINISHED GRADE FLOW LINE FINISHED SURFACE FEET GALVANIZED GAS VAULT GAS VALVE HIGH POINT/HINGE POINT HORIZONTAL HIGHWAY INTERSECTION INVERT LATERAL LAYOUT LINE LEFT MANHOLE MINIMUM MAXIMUM N/N'LY NTS DC OCBM Ir. PL pp " PROF PROP PVC PVMT R RCP RD RECT RET RP RSV RT RW R/W S/S'LY s SD SDMH SHTS SLPB SMH ss ST STA TB TCB TLMH TLPB TS TSPB TW TYP VAR vc VERT W/W'LY WF NORTH/NORTHERLY NOT TO SCALE ON CENTER ORANGE COUNT" BFNrHMARK PLATE PROPERTY LINE POWER POLE PROFILE PROPOSED POLYVINYL CHLORIDE PAVEMENT RADIUS/RIDGE LINE REINFORCED CONC PIPE ROAD RECTANGULAR RETAIN/RETAINING RADIUS POINT REGULATOR STATION VAULT RIGHT RECLAIMED WATER RIGHT-OF -WAY SOUTH/SOUTHERLY SLOPE STORM DRAIN STORM DRAIN MANHOLE SHEETS STREET LIGHT PULL BOX SEWER MANHOLE SANITARY SEWER STREET STATION TOP OF BERM TRAFFIC CONTROL BOX TELEPHONE MANHOLE TELEPHONE PULL BOX TRAFFIC SIGNAL TRAFFIC SIGNAL PULL BOX TOP OF WALL TYPICAL VARIES VERTICAL CURVE VERTICAL WEST /WESTERLY WIDE FLANGE STEEL BEAM •• EMERGENCY TELEPHONE NUMB,ERS .. AGENCY UNDERGROUND SERVICE ALERT SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION ORANGE COUNTY WATER DISTRICT NUMBERS 1-800-422-4133 714-634-0251 562-491-2491 611 949-644-3011 714-962-2411 714-542-6222 AFTER 6:00 PM 542-3975 714-378-3251 PAGER 714-291-8143 APPROVED: DATE: ~/2,\t. 6. 2Cc0 • PUBLIC WORKS DIRECTOR R.C.E. 16791 APPROVED: DATE: 3-za-oo UTILITIES MANAGER R.C.E. 25553 OF OSTA MESA CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. ,./. _,, ~ APPROVED /?J ~,,,-~ ".,,_ APPROVED~i-~r~~:=~ °"",1..cc TILIJJ;.S-ENGINEER DESIGN DRAWN CHECKED DATE BISON NPT. CENTER Ro. ' ' ' ' i ; UNIVERSITY Cl1Y OF IRVINE SITE U.C. I. r 0 ro PROJECT LOCATION MAP NOT TO SCALE C 053802 TETRA TECH Infrastructure Southwest Group 600 CllY PARKWAY WEST, STE. 300 ORANGE, CA 92868 (714) 456-0166 Fox (714) 456-0161 PREPARED UNDER THE SUPERVISION OF: . r 24 ,.1 ,.._... JO'Aimt'lES YOSTANTO j;C" ~ R.C.E. No. C53802 EXP. DATE 06 30 03 PCAICDC.011 0WG. 1 14/00 BASIS OF BEARINGS: 8. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS AND UTILITIES 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. 644-3311 FOR PUBLIC WORKS, 644-3011 FOR UTILITIES. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION. 9. ALL CONCRETE SHALL BE 540-C-3250. 10. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 11. SIX SETS OF SHOP DRAWINGS FOR ALL MATERIALS SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION. NO WORK SHALL BEGIN UNTIL APPROVED SHOP DRAWINGS ARE OBTAINED. CONSTRUCTION NOTES G:s--~1 PROTECT IN PLACE, ITEM AS INDICATED . 2 SAWCUT AND JOIN EXISTING 3 REMOVE, ITEM AS INDICATED ~ CONST TYPE "C" 6" CURB PER CITY OF NEWPORT BEACH STD PLAN NO.183-L ~ CONST MODIFIED TYPE "B" CURB PER DETAIL "A" SHEET N0.3 ON EXISTING CONCRETE BRIDGE SLAB. ~CONST PARABOLIC MEDIAN CURB FLARE/TRANSITION PER PLAN ~ CONST 6" AC OVER 12" AB @-REMOVE AND RECONSTRUCT BRIDGE EXPANSION JOINT STEEL PLATE COVER, TO MATCH EXISTING. ~ CONST 4" THICK PCC MEDIAN WITH BROOM FINISH TO MATCH EXISTING @--RELOCATE EXIST STREET SIGN ~ CONST MEDIAN LANDSCAPE BY OTHERS @-REMOVE EXISTING 2-3" PVC CROSS DRAIN. INSTALL NEW RECTANGULAR CAST IRON PIPE PER STD-184-L. SHEET INDEX SHEET 1 2 3 4 5 6 TITLE TITLE SHEET HORIZONTAL CONTROL GRADING DETAILS CONSTRUCTION DETAILS TRAFFIC SIGNAL IMPROVEMENT PLAN TRAFFIC CONTROL PLAN C-578r,, B BENCHMARK: OCBM 3FF-7-77 ELEV: 23.596 ADJ. 1976 . THE CENTERLINE BEARING O( CAMELBACK STREET AS MEASURED BETWEEN THE CITY OF NEWPORT BEACH WELL MONUMENTS PER TRACT 6680 IN THE SOUTHEAST PART OF THE JUNCTION OF UNIVERSITY DRIVE AND CALIFORNIA ROAD, 43.0 FEET EAST FROM THE CENTERLINE OF CALIFORNIA ROAD AND 97.4 FEET SOUTH OF THE CENTERLINE OF UNIVERSITY DRIVE; SE AN ALUMINUM CAP ON TOP, NORTHWEST CORNER OF 4.5 BY 7.5 FOOT CONCRETE CATCH BASIN. SAID MONUMENTS AT THE CENTERLINE INTERSECTION OF CAMELBACK STREET AND BISON AVENUE, AND THE BC OF A 1200 FOOT RADIUS CURVE. THE SAID MEASURED BEARING AND DISTANCE IS N00'01 '28"E AND 725.26 FEET. SEAL, DATE BY DESCRIPTION APP'D REVISIONS BISON AVENUE / BAYSWATER DRIVE • INTERSECTION IMPROVEMENTS TITLE SHEET CITY OF NEWPORT BEACH R-51 5"e,,,-5 PUBLIC WORKS DEPARTMENT SHEET 1 OF 6 \() (9 z ~ a: 0 o;'t w....,. ~~ ::::J z'1 (9 --J., z !: ~ -~ a: '-o.{ I I\ ~I \[\ ~ I ;; ;\ '" " I • er~ '-~ a: ~ ~ ~ ~~ ::::J 6 z r/) (9-...... z i -<t: ~ a: s:: 0 ~ ·-d) a: w (D ~ ::::J z (9 z 3 " 1 ~ ~ s.. ( <-, ~ ·" '5 \J D .. D ~ D ~ -D .. I 1---l z 3 " 4 z rr D ~ ~ 4 D ui z 5 ~ z Q ~ " rr < 0 s ' 0 c rr " w w , " a z ' ~ " J.N. ICDC11 03/29/00 FILE = BISONS02.DWG co v - 19: 38: 2 - 0) co LEGEND: co . .. f i I ' NEW PCC MEDIAN PAVEMENT EXISTING PCC MEDIAN PAVEMENT I ' I - N 2179285.1122 I- I tTA~0fbi~o6432 STA 3.70 BISON AVE • 1 o+oo <t INT NORTH ~R~ --R-= N 2179285.1410 fT;o71811_3345 • 108+03 3 STA. 1 o+oo ~ 9 BISON AVE INT SOUTH \\ I \ 1 : j • I I I • I I ,-..: (/) n:: w I-<(- :s: (J) 5': <( co 81 5 .w co .o 0) ~ . t{) 0 ··2 - • -- Uw QJ > 0 <( oz ·o ;:'.U) +in co 0 I ' I I I u I-QJ Q:: ~ f= (/) I I I I ' I I l • 1 \ : \ \ l .. QJU Q::W :::, uo 0 I-• (/) I") _t() x+ Wco 22 0 -:, .. ~ (/) .. - co C! " 0 r...:~ lO + co 0 ~ R/W "R/W__f " co .,. .. .. C 053802 ··- t{) v xp. 06/30/03 * IV\\.. ~,~ -.--a~ ~-- \ 0 CURVE 1 2 3 4 5 6 -, ---· -.•• ., •. '"· --· • rTO •• -- • . RADIUS 2000.05' 5.00' 1990.05' 1.50' 3.00' 2004.05' . .. Curve LENGTH 1358.59' 9.55' 109.97' 4.18' 9.42' 161.77' Data .. a ~2 (/) w co co <D v + TANGENT 706.68' 7.07' 55.00' 8.32' 80.93' a:: I-~ ~ " Q:: co r--co 0 co I") <O co " 0) . t{) ~ co ~ t{) ..: + c:i + C"I ..;: DELTA 38"55'12" \ 109·25•49• \ 03"09'58" \ 159"33'24" l 130·00·00" 04"37'30" • \ \ \ \ ORANGE, CA 92868 ' . THIS PLAN IS SIGNED BY THE CITY OF (714) 456 0166 F ( NEWPORT BEACH FOR CONCEPT ANO PREPARED UNDE THE SUPE REQUIREMENTS ONLY. THE CITY IS NOT ~ ~=~~~-~;~~o~x~7~14~)~4~5~6-~0:.1~6~1~---j~~~----f==~==t==============i=J ADHERENCE TO CflY STANDARDS AND l:~~jffi~ye,sl'.~f(f=R\l~l~SlfO':::N::"0:F:: ::;;;;;;;;~---~~~(_E_~_ RESPONSIBLE FDR DESIGN ASSUMPTIONS ;,,, ""-" -· .,M DATE: AND ACCURACY. JOHANNES YOSTANTO Y-J/-tJ~/ e,t, APPROVED,,?' ..,:'U --.... ~,C~E., !Jo C53802 EXP. DATE 06 30103 DATE BY PUBi'.i KS ENGINEE:• PCAICDC:001 DESCRIPTION APP-□ 4 • ., ... o OWG. 12/JO/~!Jg-APPROVED REVISIONS Di::SIGNED CHECKED D~.;l,'.'Vr,,i JY DATE 1/14 00 1 "=20' C -578(,,·fJ BISON AVENUE/BAYSWATER DRIVE INTERSECTION IMPROVEMENTS HO~lt:::OIMT AIL COIMT!F801L CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-575(p_5 SHEET 2 OF 6 u "' 2 t z " > m § ~ " " 0 w b if □ " ~ 0 @ CI 0 " □ 0 J □ I z '.l " I I - I ~ g z " ii' CI J w_ cl CD·-w ~~ ~ " > 4 g 0 ' :J u □ -" ZQ w C, m .. , (!) z 0 2 Q z " z ,,_ ~ > . . s: m :-1 ~ " 0 w .::) " ~ " 0 □ tl J w CI 0 " 0 0 J 0 I z '.l " I ' I ' ',- Q t g z " CI J ¾ ii' J 4 w ~ 0 CD ~ I.. w t I " ~ "' 4 0 0 ' :J :,.._ M □ e z 6 ffi 0 (!) co. -~ z ~ 0 . 0 z 0 z "-. --t-~ ~ ?,; 1 " . v □ w if □ Sc ,, " <("l:; 0 □ 0 "' w i:' CI \. 0 " :;. □ 0 -+ J () 0 \J\ s: I C6 1-t z '.l " \ g z " 0 ~ II J w cl CD w z " ~ > 4 g 0 • :J □ " z w w ~ > (fl " - w > :c <C 1-z ct: 00 (/) z CIJ 1-z o- 1'-;(,)J I') Oo +o co + Oo ~ ~ .w co 0 U") 0 z J.N. ICOC11 03/29/00 20:11:35 FILE = Bisons03.dwg .w co .o Ol ~ • l() 0 z . 1--(/) fr:: w 1--i (/) >-<( m (:).1 Uw CIJ > <C 0 oz ·o 0 (/) ~ -+ OJ co 0 ~ <C . i--: -(/) LEGEND: ; / / I JOIN , I ! I i I I I ----;__/ / / / / / NEW PCC MEDIAN PAVEMENT EXISTING PCC MEDIAN PAVEMENT +57.76-PCC 101.90 TC 101.40 FS SAWCUT AND JOIN EXISTING 'I ,'',n ··,p,, ; ;,;!J,J'.) TC -~-;:;-;::· --___ ;,.._ __ "' !.J::-!.68 (i \ ,.. \ -·· / --.. =* ··\\_-........_ / / / / /R/W +oo.oo 101.01 TC 100.51 FS R/W (D f',.. (D f',.. f',.. ••••····· --- 99.05 FS SEE DETAIL "B" HEREON FOR DRAINAGE CONDUIT ............. -~-~ t<:' (s..J l 0-H PROP. FINISH GRADE NEW lYPE "B" CURB DOWEL 2-#4 x 18" (lYP) REMOVE EXISTING 2-3" PVC SCH 40 CROSS DRAIN AND INSTALL NEW RECTANGULAR CAST IRON PIPE PER STD-184-L EX. CURB TO BE REMOVED EX. MEDIAN PVMT TO BE REMOVED CURB DRAINAGE CONDUITS THRU MEDIAN CURB -IQ)~ 'ii" A Ilk-.!'[ID" NO SCALE ,.,---MODIFIED TYPE "B" CURB PER DETAIL "A" HEREON ON EXISTING CONCRETE BRIDGE SLAB BISON AVE EX. MEDIAN CURB VARIES PVMT. WIDTH TO THIS POINT 1 1/2" J ,,,., ..... _ >.t> i .:, ~ ! L'J I '·-...,ii 1"=10' MODIFIED lYPE 'B' CURB PROFILE GRADE AT BRIDGE APPROACH SLAB 1 /2" R-s:t-t-----.. 6" CURB MEDIAN PVMT PER PLAN 2.0% -2.0% -FACE ROUGHEN SURFACE AND ADD CONCRETE ADHESIVE , .. MODIFIED TYPE "B" CURB DIE ii AIIL "£" NO SCALE TETRA TECH Infrastructure Southwest Group TH1s PLAN 1s s1GNED BY THE c11Y oF l---+---+--------------+----1 NEWPORT BEACH FOR CONCEPT AND CITY OF NE:WPOAT BEACH 600 CllY PARKWAY WEST, STE. 300 ADHERENCE TD CllY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT ORANGE, CA 92868 RESPONSIBLE FDR DESIGN ASSUMPTIONS (714) 456-0166 Fax (714) 456-0161 AND ACCURACY. ~=.:::-:-:=:-;:-:::-;:;-:==.-;-;::;:------=:------1--l-----+------------l--l ,, \_ EXIST. CONCRETE BRIDGE SLAB BISON AVENUE/BAYSWATER DRIVE INTERSECTION IMPROVEMENTS G~IA.IOI/M(;j D!El AULS PREPA t-JJlIB T~E SUPERVISION OF: DATE: APPRoveoRffe,¢:: ¥ -r~<>• / ~ ,M. .9/.:u,/!Jlo l---+---+--------------+----1 'Jl'OOt1c w RKS ENGINEER t--------------,-------1 JOR'Al'JK/ES YOSTANTO DATE BY DESCRIPTION APP"D APPROVE J, 't~-00 R.C E. No. C53802 PCAICDCOOI PUBLIC WORKS DEPARTMENT SHEET 3 OF 6 "'· ~ rn C ~ " " 0 w " ~ □ " " ... 0 □ ~ w a: u " 0 D ~ 0 I z s ~ ~ ~ " 5' a: . -:, --i "" w u [lJ ui ~ z " ~ a 5 < a ea " e ' :J □ C z • " :; w s: ~ (!:) -0 z 0 " 0 z C z --i: ~ ~ ~ ..i " " 0 w s & □ .. " I. 0 □ [ w a: -u " ~ 0 D ~ J a I z <j ~ I I ,!; l ~ j a: a lli 3 ~ ~ ~ t-:J d ,--, Zdl (!:) " t: ~1 -~ ~ 5-... \) ~ C \l ~ I. D o ~ ·"' -< co l--i \ .., z " a ~ a: :, .., w u [lJ ui ~ z " 5 < ea " :J ' □ " z . w 0 z , (!:) 0 0 z z ~ > rn I w ~ I I-er z 0 0 z (/) (D I- 0 z " I') ~ 0 0 + 0 ro + 0 0 ~ ~ ~ ~ (/) (/) LEGEND: (_) (D 0 0 0 ~ + ~ ro 0 NEW PCC MEDIAN PAVEMENT EXISTING PCC MEDIAN PAVEMENT I() (DI-I() er-' N ::i. I!} u~ + . ": ro 1-..;-o (/)~ ~x w ~z (/) -0 ..., R/W CURB 0 I r--- c.o ~ z , -----,.,, ~ ~--= ~ I 1-z ::, oo (/) (/) (D l- o, z ":~ t') Oo +o ro + Oo ~ ~ ' .. ;::; (/) 1 .w ro _o 0, ~ • I() 0 I-z U) fr: LLJ I-1 U) >- 0 (/) (D --R-- 0 CJ WI-W erer v5-IO LL. 0 ' 0 I(). • lO oO +co~ ro c, ~w (D ~ (/) 6 7 cb 0 AC PVMT ...... ----------.. <( ------~-~-~ ---~ -- CD / ·--...... __ ..... -..... / / / / CONSTRUCTION NOTES ~~1 PROTECT IN PLACE, ITEM AS INDICATED 2 SAWCUT AND JOIN • EXISTING 3 REMOVE, ITEM AS INDICATED 0-CONST TYPE "C'' 6" CURB PER CITY OF NEWPORT BEACH STD PLAN N0.183-L ~ CONST MODIFIED TYPE "B" CURB PER DETAIL "A" SHEET N0.3 ON EXIST CONC BRIDGE SLAB ~CONST PARABOLIC MEDIAN CURB FLARE/TRANSITION PER PLAN • ~ CONST 6" AC OVER 12" AB @-REMOVE AND RECONSTRUCT BRIDGE EXPANSION JOINT STEEL PLATE COVER, TO MATCH EXISTING ~ CONST 4" THICK PCC MEDIAN WITH BROOM FINISH TO MATCH EXISTING @-RELOCATE EXIST STREET SIGN ~ CONST MEDIAN LANDSCAPE BY OTHERS @-REMOVE EXISTING 2-3" PVC CROSS DRAIN, INSTALL NEW RECTANGULAR CAST IRON PIPE PER STD-184-L. J.N. ICDC11 03/29/00 2D: 20: 24 FILE ~ Bisons04.dwg n ..-- c.o -· ---..... ,. -- \ \ \ \ LO sq- \ \ \ \ NEW MEDIAN CONST. PROP. FG\ \ \ \ \ 0 \ NEW MEDIAN CONST. 4_ 3 CURB AND I NEW MEDIAN CONST. TYPICAL SECTION ON BRIDGE NO SCALE NEW MEDIAN CONST. AC PVMT 3 CURB AND MEDIAN PVMT 2.2% -PROP. FG CURB ·-,,, '' 1 . · .. -. •. . ---_ _ t:·./'_ 1-<-<•,~~-❖- -----,-..._,_J❖ 0-1 ----,,,,,,,-"' 1 .-/~:~-'-----t~~\0-- 3 AC PVMT TYPICAL SECTION ON STREET ND SCALE ..--\ 0 PCC MED PVMT 3 r--- ..-- CJ CDWI- CD ererer 135-" 0 i....o 'I-0 PCC I() C/lc, co ~ + xco~ 0, w 0 Cl ~ zz LO 0W ;::; ..., sq-(/) 6 3 MED PVMT \ \ \ 3 CURB CURB \ \ n \ c.o \ \ \ \ • . c., ~w (/) (D 6 .. Cl ~z (/) w FROM ~ BISON REMOVE TO EXIST BRIDGE DECK 1"=10' AVE 0, •(D lO C/l er . z::, (0 <( (_) ,-... er . + f-1-0. (/) ~ ox ~ (OW 6 . ..... ......... -.... \ GENERAL NOTE, --\ ----- THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUl~tf,IEi'lTS ·or THE i'l"l::W'_P_T:Y-R'T ::= ::= ::= ::= ::= ::= ::= -_ ::::: ::= ::= ::= ::= ::= ::= :::::: 7"' ------ BEACH CONSTRUCTION STANDARDS AND THE STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR 1 . 2. PUBLIC WORKS CONSTRUCTION, LATEST EDITION AND SUPPLEMENTS . .. THE CONTRA~TOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS AND UTILITIES 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. 644-3311 FOR PUBLIC WORKS, 644-3011 FOR UTILITIES . THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE· NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION . TETRA TECH Infrastructure Southwest Group rH1s PLAN 1s s1GNED BY THE c1TY oF 1---+---t--------------t---l NEWPORT BEACH FOR CONCEPT AND CITY OF NEWPORT BEACH 600 CITY PARKWAY WEST STE 300 ADHERENCE TO CITY STANDARDS AND ' • REQUIREMENTS ONLY. THE CITY IS NOT ORANGE, CA 92868 t---i----t---------------t----t RESPONSIBLE FOR DESIGN ASSUMPTIONS (714) 456-0166 Fax (714) 456-0161 AND ACCURACY. r;:;;:;:;::-=--:-:::=--;:-::;:-;::-==~-;:;:-------=;:------"1--+---+-------------+---I PREPA DER THE SUPERVISION OF: DATE: APPROVED/." 9'-~oo C-578cP-5 BISON AVENUE/BAYSWATER DRIVE INTERSECTION IMPROVEMENTS :>'":;!. , -. /A :..,....A ..:J /.fJo / 00 Ks ENGINEER JOHANNES YDSTANTO DATE BY DESCRIPTION APP'D APPROVED',:r,,s;) ~~'\-=.;,-<;~•o_o CITY OF NEWPORT BEACH R-5 7 5<,,_ S R .C. E. No. C53802 ___ EXP .. DATE 06/30 /D3 _ -------. _ ... -----1-~-~-----:R:::EV:::IS:::IO:::N::-S -----~-~fcc,~,,-;c,,,~,c---t~v~~~=,;,., ---J PCAICDC001 I OWG. I 12/10 99 CHECKED KN DAT 1 14 OD PUBLIC WORKS DEPARTMENT SHEET 4 OF 6 GENERAL l\'IOTIES 1. ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY, 1992, THE CITY OF NEWPORT BEACH DESIGN CRITERIA , STANDARD SPECIAL PROVISIONS, AND STANDARD DRAWINGS, 1994 ED., AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 2. SEE STREET IMPROVEMENT PLAN FOR UTILITIES. THE CONTRACTOR IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. 4. THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL PULL BOXES, CONDUITS, DETECTOR LOOPS, CONTROLLER AND POLES IN THE FIELD. CONSTRUCTION NOTES 1. 4. 5. FURNISH AND INSTALL ALL NEW SIGNAL EQUIPMENT AS SHOWN. FURNISH AND INST ALL NEW MUL TISONICS 820A CONTROLLER AND ALL NECESSARY EQUIPMENT FOR THE INTENDED OPERATION IN A NE~E P CABINET WIRED~HASE AS SHOWN. INCLUDE (2) 3M 722 (2) M 721 DETECTORS, AN (2) 52 PHASE SELECTORS. (D FURNISH AND INSTALL 1 ODIFIED TYPE II SERVICE PER CITY OF NEWPORT BEACH STD-910-L AS SHOWN. FURNISH AND INSTALL 2"C, 3#6, PULLROPE TO EXISTING EDISON HANDHOLE #4327034E (SERVICE POINT) AS SHOWN. THE CONTRACTOR SHALL BE ON EDISON'S CONTRACTOR LIST OR APPROVED BY EDISON BEFORE ENTERING VAULT. EXISTING IRRIGATION AND UTILITIES SHALL BE PROTECTED OR REPLACED WITHIN 24 HOURS OF DISRUPTION. PROPOSED TRAFFIC SIGNAL MAINTENANCE EASEMENT. 5. ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE NOTED ON PLAN. FURNISH AND INST ALL OPTICOM EMERGENCY VEHICLE 3M MODEL 722, 721 DETECTORS AND 3M MODEL 138 CABLE FROM DETECTORS TO THE CONTROLLER. DETECTOR MOUNTING PER DETAIL ON THIS SHEET. (D 6. ALL LOOPS SHALL BE 6'X6' SPACED 10' APART, EXTEND LOOPS 1' INTO X-WALK OR LIMIT LINE UNLESS NOTED OTHERWISE. 7. ALL SALVAGED MATERIAL AND EQUIPMENT SHALL BECOME PROPERTY OF CONTRACTOR EXCEPT STREET LIGHTS. SALVAGED STREET LIGHTS SHALL BE DELIVERED TO CITY UTILITIES YARD. CALL (949) 644-3011 24 HRS IN ADVANCE. 8. ALL TRAFFIC LOOPS, SIGNING, PAVEMENT MARKERS AND STRIPING SHALL BE COMPLETED PRIOR TO TURN ON. 9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS IN ADVANCE OF ELECTRICAL WORK AND PRIOR TO REQUIRED INSPECTIONS. 10. ALL SIGNAL HEADS SHALL BE METAL TYPE. 11. PEDESTRIAN INDICATIONS SHALL BE JDC -INDICATOR CONTROLS CORP. P /N 4094, (SEE SPECS). 12. REMOVE ALL CONFLICTING PAVEMENT STRIPING, R.P.M.'S, AND LEGENDS. (REMOVAL OF THERMOPLASTIC PAVEMENT MARKINGS AND STRIPING IS TO SE ACCOMPLISHED BY PAVEMENT GRINDING WITH PAVEMENT RESTORATION.) CONDUCTOR SCHEDULE RUN NUMBER CIRCUIT ¢1 3 3 3 6 ¢2 ---3 ¢3 3 3 -3 M 3 3 3 6 ¢5 -3 -6 ¢6 3 3 -3 ~ --3 6 ~ -3 -6 ¢2P --2 4 #14~¢_4P ____ -+-_2 __ 2-+--2--+-_4_, ¢6P 2 2 -2 11. @] INST ALL 12" WHITE CROSSWALKS (THERMOPLASTIC) AS SHOWN. INST ALL 8" WHITE CHANNELIZING LINE. (DETAIL 38) INSTALL DOUBLE YELLOW PAINTED MEDIAN. (DETAIL 29) INST ALL LANE LINE EXTENSION. (DETAIL 40A MODIFIED, TYPE AY MARKERS WITH 10' SPACING. ALL CONFLICTING STRIPING AND SIGNS SHALL BE REMOVED. ¢BP -2 -4 ix> 300' TO X-WALK -1...:;;n-"'"'" -~,.._ -··· -q---- -V ~ ¢2PPB/BPB -::;,--'.: 1/i V, ¢4PPB/BPB V, V, 1/. 1/i ¢6PPB/BPB V V, -:----:. V, ¢8PPB/BPB :✓-1/. -:✓-1/i PPB COMMON 1 1 1 2 SPARES 3 3 3 6 TOTAL 23 33 20 72 SIGNAL COMMON 1 1 1 2 #10~L_U_M_IN_A_IR_E_S ___ +-2-+-2-+-2-+-2_, TOTAL 3 3 3 4 ¢1 6 6 ----I ------1---t-w3:-------+---+---t---t---1, M 2 2 -2 DLC 05 --1 1 l--------+---+--+--1----1 ¢6 1 1 1 ¢8 2 TOTAL 3 3 7 13 VIDEO DETECTION CABLE 1 1 -1 OPTICOM CABLE INTERCONNECT CABLE CONDUIT SIZE (E) -EXISTING 1 2 -3 --1 2 3"(E) 3"(E) 2-3"(E) 3-3" Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG AFA Flle: 446.043 BISBAY2.DWG 9:48 AM 05/31/02 -------.• -ID----·-·-·---·--- INSTALL 12 PR #19 SIC TO CONTROLLER CABINET AT MACARTHUR/BISON MARKED ("BAYSWATER") (780' ct_ TO ct_ ) I ~MODEL 721 OR 722 OPTICAL DETECTOR §: ◊ ::§_ ..tr. I ~SET SCREWS SPECIAL BOLT~~~O ~~ \"---.._DRILL & TAP 5/8" S::: ~ STRAP /CLAMP EVP DETECTOR rJIOUMTING DIET AIL f-"c" 0- 1.J = --<-;ECR = w = 'o- (\_ !c, ·, "B" ~ -"B", b ~ 1= o--~~1---0 _i_ CF,/ . i POLE LOCATION DETAIL NO SCALE a: II.I 1- ,=:i: i.s Cl) > c=:i: m (D ¢5 PHASE DIAGRAM ◄-----► ) ¢6 , ¢3 -.,,,r. -I I ' I I ' I ' ¢8 (D PROPOSED SIGNAL AINTENANCE EASEMENT CB POLIE SCHEDULE POLE DATA SIGNAL M.A. H.P. SOD. VAP. SIGNAL HEADS AND MOUNTINGS PED. PUSH BUTTON BIKE PUSH BUTTON POLE LOCATION OVERHEAD REFLECTORIZED NO. TYPE HEIGHT M.A. WATTS VEHICULAR M.A. PEDESTRIAN PHASE ARROW PHASE ARROW "8" CD 0 0 19-4-70 30' 25' 15' . 250 WSV-1-T 2 MAS ) SP-1-CS 2P --- 1-A 10' --TV-1-T SP-1-CS 61A-5-129• 35'(10.67m) 65'(19.Bm) 15'(4.57m) 400 SV-1-T 3 MAS SP-1-CS PPB POST 4' 1-A 1 a' -(G)TV-2-T SP-1-CS 19 4 70 30' 25' 15' 250'-~V-1-TO 2 MAS SP 1 CS 0 1-A 10' --TV-1-T SP-1-CS 61A-5-129• 35'(10.67m) 60'(18.2m) 15'(4.57m) 400 SV-1-T 3 MAS SP-1-CS 1-A 10' @Tv-2-T ) -SP-1-CS • -PER CALTRANS 1997 STD PLAN NO. ES~6RB NOTE: -ALL SIGNAL INDICATIONS ARE 12" u -¢4 HEAD MOUNTED AT i7' 4P 2 4P - 6P 4 6P - BP 6 BP - 2P 8 □ -SEE SPECS -ALL RED INDICATIONS TO BE CALTRANS APPROVED LIGHT EMITTING DIODES. (LED'S), EXCEPT P.V. HEADS -ALL PED PUSH BUTTONS TO MEET A.D.A. SIZE REQUIREMENTS 1 1 "'"' "RES SHALL BE FULL CUT OFF <D(-ALL NEW_ IN~ICA!l9NS SHALL BE 12· LED'~ - 3-¢6 \ ' ' \ \ 113 ' - - - - - \ \ \ 12' 12' 13' 12' - 9' 1 a· 12' 12' 12· -SIENSOR TABLE ' "c" STREET NAME SIGN□ (dbl. face) 5' Bison 2.5' - 11' Bayswater 2.5' - 2.5' - 2.5' Bison 2.5' - 2.5' Bayswater 2.5' - ' ' \ ' ' ' ' \ ' ' \\4 - SENSOR CHANNEL DETECTOR # OF LOOPS -1 1 1-¢1 2 1-¢5 (4) 2 1 1-¢2 (1) 2 2-¢2 (1) 3 1 3-¢2 (1) 2 4-¢2 (2) 1 1-1!16 4 2 2-¢6 1 3-¢6 5 2 4-¢6 1 5-¢2 (2) --,---<>5,--l==~=c!==~c===l-==~=1--------t-- (D. i-,. ., " Ill" (2) I INSTALL= ...__R7_3-3 1 20' [0 1 J' 20' b "' -(D [. REMOVE EXIST ..._ \P~VEM~NT LEGEN~) - 7 1 1-¢4 (2) ) J Z FUT. 2-¢4 -l-"'"'--'"--"=--1-----+------1----l 1 5-¢6 8 2 6-¢6 1 1-¢8 (2) 9 @r-i:""""'-=¥"'°2;;......=-4,.,c:,,c.2,.,-:S¢8"""-'"'<::1-~(2~)--I I 1 1-¢3 (41 10 2 1-¢7 (4) □ DETECTOR LOut' LU'-A, ,v,.., ::,t1ACL BE APPROVED llt,---t--t-3-0-, -.-'\.,.I - SCALE: 1" = 20' BY ENGINEER IN THE FIELD PRIOR TO INSTALLATION. ALL DETECTOR UNITS SHALL BE RACK MOUNTED, DUAL CHANNEL DUAL OUTPUT PER CHANNEL WITH INTEGRAL CALL HOLD (0-7 SECS) AND CALL DELAY (0-31 SECS) CAPABILITY EACH WITH COLORGATED EXTENSION. DETECTORS SHALL NOT EXTEND ON RED. DETECTORS SHALL DELAY ON RED IF SELECTED. ALL DETECTORS PROPOSED SIGNAL MAINTENANCE EASEMENT ~~~~G Ht~ :Y~i~3N~:~;Lr:ist~~io~~iPUT WITHOUT C. '37 36-B (#) -SYSTEM SAMPLER NUMBER f? ,-j-1<:-'S"7':i{, _5 (D ADDED NORTH LEG TO INTERSECTION APPROVED TRAFFIC SIGNAL PLAN ~ ~ RS INST ALL EQUIPMENT NECESSARY FOR CJ "---JL ~!-/US T/11/•FOUS T ASSOC/A TE~ /11/C. 1-2--0-2+---+A_D_DI_TI_ON_OF_!i13~• -"'4-=-' _&_ll_7·----+---1~»=:4=· -,.,~rr.A~.,..1/Y\,...c EN-=· ~""IN""'E~,,,---~-,__ ____ B_I_S_Q_N_A_V_E_N_U_E ___ _ TRAFFIC E:_!tC-.,INE:E:RINC ANO TRANSPORTATION Pl ANN/NC 1---+--+--------------t---t R.E. NO. 22045 AT BAYSWATER 2020 NOR ;HTU$Tll)I AVENUE SANTA ANA, CALIFORNIA 92705-7827 DATE _j..,l'\C. G:,, 2O02- TELE".;:'/ 0 57.J,:r~ 667-0496 FAX (714) 667-7952 1---1----1--------------l-AP_P_'o..i;;;oE;,;.sr;;;GN;;;:W;;;:s====~o~RA~WN~====:.l-------------~------I / I DATE: 5-3/-o:Z 1-□-AT_E...___B_Y _,_ ____ □_Es_cR_rPr_ro_N ___ __,__-1==~--1=-...-'-R=S--1 CITY OF NEWPORT BEACH T-5799-S CHECKED DATE 5 6 JOY-,,-F):JU:>lY• RCE 20258 EXPIRE 9-30-05 REVISIONS RC 2-00 PUBLIC WORKS DEPARTMENT SHEET OF / ' i I I -• i5 & 8 ~ I ~---~~ a: UJ m 2: :J z (!J z ~ 0: 0 a: UJ m 2: :J z (!J 7 j ~ 1 j .\J ~ 1-\- w ;;;; 0: > s rr " -' q " ~ z ~ D 2 ~ ;::; ~ I? I? ~ ~ CX) ~ ---' ~ ~ ---' 0 ~ N 0 u N u 500' 50 I I I AFA File: 446.04.3 BrSBAYTC.DWG 8: 23 AM 02/22/00 I I I I I I I I I I I I I I I I 13 GIEl:'-.!lEIRAl !.'eJOTIES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE "CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES" . LATEST EDITION. 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE "STATE OF CALIFORNIA, ST AND ARD PLANS AND SPECIFICATIONS" , INCLUDING STANDARD PLAN A-20, DETAILS. 3. ALL SIGNS. SHALL BE REFLECTORIZED AND STANDARD SIZE. 4. ALL TUBULAR DELINEATORS AND CONES SHALL BE 28" MINIMUM HEIGHT, _ _ REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL INCLUDE A 12" HIGH INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT -TIME HOURS. Cl:'. w a. r---< 0 f-+. NO 00 -"' <e> f-w U) en 131S01:'J 0 0 50' TYP O o DELINEATOR "il' SIGN ~ FLASHING ARROW SIGN "-?' DIRECTION OF TRAVEL TEMP. TYPE !II BARRICADE AND SIGN 0 HIGH LEVEL WARNING DEVICE CONSTRUCTION AREA f!)_ >';' ~ cJ) N f SCALE: 1" = 40' (THIS PHASE) -Q'.'. a) w + (l. \[) < ;:: \- 5. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC DURING CONSTRUCTION. 6. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY PLACED PRIOR TO COMMENCING CONSTRUCTION. 7. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY _ADDITIONAL DEVICES NECESSARY TO ASSURE_SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. 8. ALL SIGNS THAT ARE NOT PLACED ON BARRICADES SHALL BE PLACED ON TEMPORARY POSTS, MINIMUM HEIGHT OF 6 FEET, WEIGHTED WITH SANDBAGS. 0 - R34-2 0 AVIENUIE 0 C30 _·-o in '" - . <D Cl:'. w a. r---< 0 f-+. r---0 oo -"' <o f-z U) w SCALE: 1'' = 40' 25' ' 25' ~ ~ -o C30 ,,.... ,-u. '::\ ~ o· ci CD W, ~ 0 u) + ---<t ,- <fl I w Z- :.\ t, ~=:~~.~~======~~======~:::::::i,~ -----Jt"JO!Rt{ ARIEA --~- ' \ \ .ef' 6:-__:l=.:::::'.-ct-(-:-~-0---~--'~0-3-.;,c_,c,--~=-~~~=--~~;__--:"~~==~~ 0 -- ---.-+-'" -\-_:_~-'-111~5 44 ~~=======~5;:- '\. ' -;;~ APPROVED TRAFFIC CONTROL PLAN ~~,IJU$T/fJoFOU$T /J$$0C/.IJ T.£~ /fJC. 1----+---+----------t------tl~~'i"---~;;;i;~~rr/FFl;_--ia~~if;s;NGl'"'"~=,;--~-ti,,.__-1----B-I_S_Q_N_A_V_E_N_U_E __ -----I TRAFFIC ENCIN££RINC ANO TRANSPORTATION PLANNINC t---+---+-------------------i~---t RE NO. 22045 AT BAVSWATER t-57'71-S TUSTIN AVENUE SANT A ANA. CALIFORNIA 92705-7827 ~~;t-;-;-r----;;;;;~;-----:-t;;;.jDiIAiiTE~~M==et=ll"C=~F~'2-ifj'0:· :i=0=0=otMi:v-:-,.~Ml~rDl~TDC;i:;,:;,~~~~~1~~~t5 cJ:;l''Y;ll>F>'(7 4) 67-0496 FAX (714) 667-7952 DESIGNED DRAWN -~~~~~~E21J25l3El<PIR£9~~-DATE: 3 ·2-?= DATE BY DESCRIPTION APP'D RS RS CITY OF NEWPORT BEACH i 5. g:@,:$ CHECKED DATE ST, RCE 20258 EXPIRE 9-30-01 REVISIONS RC 2-00 PUBLIC WORKS DEPARTMENT SHEET 6 OF 6 APR 06 2000