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Home My WebLink AboutT_5871_S(!) z ~ 0: □ 0: w OJ ~ :=i z rn ~ z X Ll ~ ~ • Ll "" z ~ ~ 4 " -0 ;;i: ~ ,; , ;a --AFA flle: 017.047 8AL2lOiDWG 1:28 PM 04/24/95 Ol "' "' "' + "' -• Pl -f l2 -,..,.., - CONSTRUCTION NOTES ~ 6 ® INST ALL 4" SKIP WHITE LANE LINE, 7' STRIPE AND 17' GAP. (DETAIL 9) INSTALL 4" SOLID WHITE LINE, 50' LONG. INSTALL 8" SOLID WHITE LANE LINE. (DETAIL 38)(THERMOPLASTlC) INSTALL WHITE PAVEMENT LEGENDS AS SHOWN. (THERMOPLASTIC). TYPE IV ARROWS INSTALL 12" WHITE LIMIT LINE. (THERMOPLASTIC) INSTALL 4" WHITE LANE LINE EXTENSION. 12" STRIPE AND 12' 0.C. INSTALL 4" YELLOW LANE LINE EXTENSION. 12" STRIPE AND 12' O.C. INSTALL PAINTED MEDIAN. (DET All 29) INST ALL TYPE "D" R.P.M.'S @ 4' O.C. JOIN EXISTING STRIPING. REMOVE. SANDBLAST OR PAVEMENT GRIND PAINT TO BE REMOVED. P4 R P2 PB BALBOA ------....ai---...----. -,. ... - R7(Rt) ------ R P3 P2 GENERAL NOTES 1. FURNISH AND INST ALL SIGNING AND STRIPING AS INDICATED HEREON. P4 P6 7' 2. ALL STRIPING AND R.P.M.'S DETAILS TO BE DONE PER STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS AND SPECIFICATIONS. 3. SANDBLAST All CONFLICTING PAVEMENT STRIPING AND LEGENDS. (REMOVAL OF THERMOPLASTIC PAVEMENT MARKINGS AND STRIPING IS TO BE ACCOMPLISHED BY PAVEMENT GRINDING WITH PAVEMENT RESTORATION.) - I \ ' ' ' ' -----~-------------- ' ' ' R ,..-' ·--•~-··--! r-l-~:~--··_·· :..· _-_-_--_-_-_-_·..:· r--;---- ' ;,, ' ' ' ' 1 _________ _ --- P2 ___ ... 132' Pl ~ ~ SCALE: 1 "~ 20' --- -· --- --· ---- --- J APPROVED ~ •• AUSTIN-FOUST ASSOCIATES, INC.=====:===============:==: ~KS DIRECTOR . T !IA FF IC F:NQ/ NF:F:111 N (l ANO T !IAN SP OIi TA TI ON Pl ANNIN/; R.E. N0.!',19 ( -- -- --- --· --· T-5871-5 SIGNING AND STRIPING PLAN BALBOA BLVD AT 21st ST. ANA, CALIFORNIA 92701 DATE ~ FAX (714) 667-7952 l--+--t--------------+--~DE~S:;;!GN~ED~!'::'l::;i;iDR~A!i;WN~:;!::!~;J.---------------,-------1 -=\'!!~q:,=,~=-=-=c-==c-=---=--=---DATE: 'f::2':/.-;'15 DATE BY DESCRIPTION APP'D T.J. HARTER T.J. HARTER CITY OF NEWPORT BEACH R-5681-S NORTH__ AVENUE 7-0496 SANTA , RCE 20258 EXPIRE 9-30-97 REVISIONS CHECl<ED DATE 4_95 PUBLIC WORKS DEPARTMENT SHEET 4 OF' 5 '--' z ~ [[ 0 ~ [[ w [D 2 :J z CJ z ~ [[ 0 EE m ~ :J z I -Q.. ~ ~ ..... ~ i ~ i; IT u w ~ ~ IT 0 @ 0 ~ 0 ' 0 X 3 ~ " z UC 0 ~ :J < 0 w z ~ > "" m 8 . ffi m z , , 0 " ~ -m C 0 w & u C 0 u u ~ " ~ 0 I z s ~ a ~ 1 ~ I' 11 ,1 II !\ " f ,, r ' ' p ' ' , I GENERAL NOTES CONSTRUCTION NOTES 1. ALL WORK, MATERIAL AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE ST A TE OF CALIFORNIA. DEPT. OF TRANSPORTATION, ST ANOARO PLANS AND STANDARD SPECIFICATIONS DATED JULY, 1992, AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 1. FURNISH AND INST ALL 9 NEW 6'X 6' LOOPS FOR EASTBOUND TRAFFIC AS SHOWN. CENTER LOOPS IN TRAVEL LANES SPACED AT 10' APART. REUSE EXISTING SENSOR UNITS. POLE DATA SIGNAL POLE SCHEDULE H.P. SOD. VAP. SIGNAL HEADS AND MOUNTINGS PEO. PUSH BUTTON REMARKS 2. SEE IMPROVEMENT PLAN (SHEET 1/2) 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. 2. 3. RELOCATE PEDESTRIAN PUSH BUTTON POST TO NEW LOCATION AS SHOWN. FURNISH AND INSTALL NEW NO. 5 PULLBOXES AND 2• CONDUIT AROUND CATCH BASIN, INTERCEPTING EXISTING CONDUIT AS SHOWN, NO. (1) (?) TYPE 16-2-70 15 HEIGHT M.A. M.A. 17' 20' • 12· 30' - - WATTS VEHICULAR M.A. PEDESTRIAN PHASE ARROWS 200 SV-2-TA MAS SP-1-CS - - - -SV-1-T -SP-1-CS 2 -3 1 ) 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS ANO NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO START OF CONS- TRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. 0 RELOCATE EXISTING STREET LIGHT TO NEW MEDIAN LOCATION ON WEST LEG AS SHOWN. FURNISH AND INSTALL NEW 1 1/4" SCH. 40 CONDUIT AND NO. 3 1/2 PULLBOXES. FURNISH AND INSTALL 2-!118-5KV STREET LIGHT CABLE AND 1-1/8 BARE COPPER GROUND PER CNS ST0.-204-L @ 1-A @ 1-A (5) 19-2-70 10' -- 10' -- 30' 25' 12' -TV-2-T -SP-1-CS 2 - -TV-1 -SP-1-CS 4 -2 ~ ) 200 SV-2-TA MAS SP-1-CS 4 - 4. 5. 6. 7. 8. 9. 10. 6 THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL PULLBOXES, CONDUITS, DETECTOR LOOPS, CONTROLLER AND POLES IN THE FIELD. 5. REMOVE EX. PULLBOX AND INSTALL NEW ,SF PULLBOX PER CNB STD.-205-L ® 1 A (!) 15 7' -- 30' -12' ---TP 1 4 . ) - 200 SV-3-TA* -SP-1-CS 6 - ALL PULLBOXES SHALL BE NO. 5 UNLESS OTHERWISE NOTED ON PLAN. ALL LOOPS SHALL BE 6'X6' SPACED 10' APART UNLESS NOTED OTHERWISE. ALL SALVACEO MATERIAL AND EQUIPMENT SHALL BECOME PROPERTY OF CONTRACTOR. INTERCEPT EX. 2-5KV CIRCUITS AND SPLICE TO NEW CABLE WITH 3 LAYERS OF 3M ELECTRICAL TAPE NO. 23 OVER 3 LAYERS OF TAPE NO. 33. RUBBER BOOT IS NOT ACCEPT ABLE. '\ \ \\ \ (8) PPB POST (R) 3•10· ------6 ~ ) - \;, 1. ALL ABOVE GROUND SIGNAL Eq!.LIPMENT IS EXISTING AND SHALL REMAIN \'\ \\\ IN PLACE EXCEPT PPB POST @), WHICH IS TO BE RELOCATED. ..,.~ 2. ALL SIGNAL INDICATIONS ARE 12" ,r_, ALL TRAFFIC LOOPS, SIGNING, PAVEMENT MARKERS ANO STRIPING SHALL BE COMPLETED PRIOR TO TURN ON. \\ \\ 3. ( ) INDICATES BICYCLE PUSH BUTTON !:'.1. \ \\ ',\ 4. * INDICATES TO MODIFY SIGNAL HEAD MOUNTING TO PROVIDE 1' MIN. ~- CLEARANCE FROM CURBFACE TO VISORS. V"' \', ', ',\ ~ THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS IN ADVANCE OF ELECTRICAL WORK AND PRIOR TO REQUIRED INSPECTIONS. ~ \\ \ '0 ~ \\ ~,o WORK SHALL BE PERFORMED ACCORDING TO CITY OF NEWPORT BEACH DESIGN ~-\\\ ~\, \\\\ ~ \> 11 '~~:; CRITERIA, ST AND ARO SPECIAL PROVISIONS, AND STANDARD DRAWINGS, 1994 ED. V"' I ------ Y. \ \ ~ \ \ \ --- ---- -----·-- ---::::. .....::--- ~ \\ ,~$ \ \ ;.;--- ·~----. ... -. \ \ I ---:::------INTERCONNECT TO 23RD ST. ~ \' <' ' , \ \ / 1 -- ----J ~ \ ' ) ' \ __. _,I f----..__ -----. ...--'-\ ...... ,_,, ' \ \FH __.. --- -._ -----.. --... '-~.,.~-~,-k \ WVO\ 0 r-i\3 _ .--t:11 --:::-: :;:..-- -f-----:::_.....:: - '2' f', ' \\ \:!.I eo -----~-,.-., --- -f 1---::-:..:::..-::=_-::::::---_ /~~'r..i __ :t~)-'-----cl-,~, 8 ouLE~~--:::::-.::-~:::::-:::.::-----~ "--1 ___ _ ....1 -----::::. "':::::-:.-----BALBOA CD , 1 O WV \ @ ------::: --::-'---------1 -,-..... ,~4>2 T ---. - ; ,, :O , 4 --------\ ' ----, -----~ I • \-" ~ -----------.--I ' J -• -----=----:.::------,...1 -~ ----___ ,.. __ \• Q -----_.. -____ ..--l \,,.-,.,.- ~------------__,._:i--_, -~-----=---~--~ ----------I.. ---------.. , ,.. ,I' ----------.... ----===~12~--------------·---' --------}', '-, ~ -q-,------,-' --- ---------1 T ___ --::::-_-::-=--::::-----1~7'"",...... ., -1Q+QQ,QQ S '~..f-~f, 1 :;-I t :!,-«12 ---- 1 j _.-1 ---------- I .,.VI, I l I f I \,.. ./ ____ ---....,__ _.---~ -- I < \ I '4-.J I I ---... - __. - "-.,_\ I r--T I __ .,. _.,. -------...--/'- 1 • " I L ,f r,v-...... } --__. "'I~" ~ L.--' I r1 'Y1 I I I -----.--.-\ __..---_,I I I I/ If I '-. _) __ ... -6 -_,l..-__., ;;_.' ... -I ,_JJ--., : 't-.1,I ~ ... __ ... 2-~2 __. ---_.--____... .,, ...... --,-I 1 1,,.--1 r--r '-_ ... -::.....-------_.----,.. l.. \ \ '-I I.-°'\,.. r-"' ' ._ ... ::,:::::::-? --..--__ ...... -; _...._,.. ... ,,. I r, I I ---:::(-~--/ __,. ... .---( ...... --___ '::..------- RS \ i ! ' - - - - : I ------------:::: ---.J-. ·/ .--_ .. _-_______ ...... ------------ - - ~---------__ .. -• ....... •-•-• •-•--.,._....,. I - - - -- - yl,., __ ,,.--- \~ : s c--_ ------· -\_.:_ ---------- 2 I O I - __ .,_,..- : : ____+-------- \ I _..--- / I --_.------...._ '-...,_ t,o-..,-2' TYP. 11 / -------;:,..--;:_-_..--.--"'-''\ ~ ': ' -------::---\\ -k~~~--=F""'r~.J..,='l, I ----\ \ I __. ----.::--,...---\\ .. --W--.., I ----------\ --,J 11 I\.J I _.--_.-\ I S'j I _,.., _.----_.... \ I ~~ --~ ----I I .. -7 "--' ___ .--.,- I I I .. ,:--7 ~"-.J _ _..-_.-- :e ' . ,~.,, ..:-~ ~-------- .,.., \ I ,,t ,1 -------~ <.,.,, l'l-t;'' ------- '-I I 1,,'( I ----------------------- _, ' .... ! .... -- - -------- /;:---J -...., .--~,, -.. --tr / \.... ...... JJ_,t -----..:..:-.::..:1.~? "> ® ' --~---., I .. A\' \ I--.. --.:_--I \.!_I ' ~-; ' \ -1-.. L1~<./ ------- ------- AB ___ _ - - RS - - - 1 1/4" CONDUIT - I r-"""\ ------ ' t \ -------- "--.< ' -------------..... ~:\;:" -------~ --~ .__:-I " ----,-· ------" --------' \ ( --- \\\ 11. '.__~J I ~ .. ~, ,., '' I I ® ----....... --'--BC , " -z"CONDUIT --- CONDUCTOR SCHEDULE c., RUN NUMBER ~ CIRCUIT & & & & ~ 1\2 -3 -3 IJ3 3 3 -3 !114 -3 3 6 1116 3 3 3 6 1\2 PED --2 2 ii\4 PED 2 2 2 4 1116 PED 2 2 -- #14 112 PPB + 1112 BPS --2 2 !114 PPB + !114 BPB 2 2 1 3 116 PPB+ !116 BPB 2 2 -2 I.S.N.S. 2 2 -2 BPB COMMON 1 1 1 2 PPB COMMON 1 1 1 2 SPARES 3 3 3 6 TOTAL 21 27 18 45 SIGNAL COMMON 1 1 1 2 #10 LUMINAIRES 2 2 -4 TOTAL 3 3 1 6 ' '-CB ' ' ' ' ' " ,. ', " ,I i.... ,, I \ \ \.l ,,, -b(;-,1 \ '\ 'r·' '.< !',"1 \ '' ' \"rr • ..._ \ I \'\.--./ •~, u ,\ \ y ',..i..,._J \ \ \). 1----,,---... \\ \J"'"'~ f',~ -~ \ ) \\~._,~\,,, \ ,'~\ ......... -',, ' ~,\.. ) ,, 1 ' ' .. ,... ) '- \ ,~, ~' , '' ... ,, -' ' \ ~ '' .... \' -'-_, ~ .. ~ \ ... _{ "'1 ~~-{ "y,-.::-.... ~ '\_ .... _, ~~ ',,'-' Isl.,,,.,;- ~ ' ..: ', r,: ~~ "-' "- '•,# "--~ "' SCALE: 1 "=20' SENSOR TABLE SENSOR CHANNEL DETECTOR 1 1-!112 (3) 1 (3) 2 1-1116 1 . 2-¢2 (4) 2 (2) 2 3-¢2 1 2-!116 (3)(M) 3 (4) 2 3-1116 1 1-1114 (4) 4 (4) 2 2-1114• 1 1-!113 • (2) 5 (2)(M) 2 4-¢6 • SENSOR WITH ADJUSTABLE CALL HOLD FEATURE ( ) = LOOPS PER SENSOR • = DELAY (M) = MODIFY (USE SPARE CHANNEL IN SENSOR 5 FOR 4-1116) 1112 DETECTOR --3 3 DLC !113 DETECT OR ---1 T-"58 7/-'S __ ,,,. Fi"" 017.047 IMl.21.0WG 2; 33 PM 04/24/~ #16 1114 DETECTOR -2 -2 1116 DETECTOR -4• -4" TOTAL -6• 3 1D• OPTICOM CABLE 1 2 -3 CONDUIT SIZE 2· 2~· 2· 2-2v..· • ALL CONDUCTORS EXISTING EXCEP,{ ONE ~EW DLC FOR ADDITIONAL 1116 LOOPS IN RUNS 8 & f£:,; C-3045 t'.IJlli 1---1---l-------+---IAPPRODJ ~ aw~usr,N-FOUST ASSOC/A TES, INC. PIJBUC woru<sR.E. NOO.,!R"E7c);_.ai TRAFF1c ENGINEER/NG ANO THANsPoRTAT/ON Pl ANNING 1---1---1-------------+----t ..,. __ ..... _.,.,...u~-• BALBOA BLVD AT 21st ST. TRAFFIC SIGNAL MODIFICATION 2020 NORT!:1,--TUSTIN AVENUE SANT A ANA, CALIFORNIA 92701 1---i--__jf-------------+--~O~AT~E~~~!:il ~~'S"!:::==J-------------.--------1 TE'-"'1111 7. 667-0496 FAX (714) 667-7952 DESIGNED DRAWN --=j~~~§t~:E:ffizi5BEXF>i'Rl~~Hl"7_ DATE: f~zf-/3 DATE BY DESCRIPTION APP'D T.J. HARTER T.J. HARTER T, RCE 20258 EXPIRE 9-30-97 REVISIONS CHECKED DATE 4-95 CITY OF NEWPORT BEACH R-sss1-s PUBLIC WORKS DEPARTMENT SHEET 5 OF 5 CD GD ('.:(', \,:;':J CONSTRUCTION NOTES REMOVE EXISTING STRIP!NG AND INSTALL DETAIL 38A. REMOVE EXISTING STRIPING AND INSTALL DETAIL 378 WITHOUT RPM'S. REMOVE R34 SiGN AND INSTALL SIGN CD ON MAST ARM. 14" REMOVE "NEWPORT PIEi< BUSINESS PARKING" SIGN AND REPLACE WITH SIGN CD. '-.'.V REMOVE "USE TWO LETT LANES," "BALBOA BLVD," AND FREEWAY SIGNS. RAISE THE "SPEED LIMIT 30" SIGN A~lD INSTALL SIGN (?) BELOW THE SPEED Lllvl!T SIGN. @ REMOVE BLUE COAST HWY GUIDE SIGN AND POST SiGN DETAIL ·-1 f--------------···--~1-----------, BALBOA BLVD I NEWPORT BLVD '\!~ ;p v· ff ONLY OK ONLY SIGN(!) : ' ' 60"x30" BLACK ON VVHITE ~---., -·----· ---------~------.. -........... ,.J i\:; f,1 ;;;: 0 I BALBOA NE\111-PORT BLVD BLVD 1 y J SIGN(g) 30"x30" BLACK ON WrllTE GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS SHALL BE PERFORMED UNDER THE CONTRACT, EXCEPT AS OTHERWISE STATED It~ THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATION FOR PUBLiC WORKS CONSTRUCTION," 2000 EDITION, AND SUPPLEMENTS TO DATE. 2. ALL STRIPl,,IG DETAILS, MARKINGS, MARl<ERS, ETC, SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, MAY 2006, EDITION OR M.U.T.C.D. 2003 EDITION AND C1\ SUPPLDAENT. 3. REMOVE ALL CONFLICTING STRIPING. APPROVED DATE CITY TRAFFIC ENG!NEER R.C.L NO. 45521 / ' ,_-, STR.IPING & SIGNING PLAN BALBOA BL VD BETVVEEN 18TH ST & 22ND ST BS ! DRM,N AD Ci TY OF 1------+------l DESIGNED NEWPORT BEA.CH WO# i 1-057 ! DATE BS 1 7112 '2011 CHECKED SHEET 1 OF 1 PUBLIC WORKS DEPARTMENT a 'if})