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HomeMy WebLinkAbout1357-SSWANSON PLACE 27+23 26+88.19 M W ck W �w VICTORIA PARK LANE QREPAIAlr ✓TA. -4WAA150A/ TO &T/4)4A49A vv CONSTRUCTION NOTES 0-- PROTECT IN PLACE 2a- REMOVE EXIST. STRIPING/PAVEMENT MARKING 3�— PAINT NEW STRIPING/PAVEMENT MARKING, INCL. RAISED MARKERS 4�- REMOVE SIGN AuO Pe3T 5a-- RELOCATE SIGN PER ENGWCE:tZ 6a- FURNISH a PLACE NEW SIGN AND POST T�— FURNISH a PLACE RAISED PAVEMENT MARKERS ALONG MEDIAN ( .—MAiT Al Ew STIZlFU\IG AMO MA(MUis Q 49 ----EXISTING STRIPING 705E KEMOVEP 15Y PRUING C.ON5T• 1 FOR GEN ERA L X10 TE.S S E- E. PA & F- 2 T N EXISTING (DY) (r2" W) (4.1 W) 7) �v �� -NEW nr SWANSO.N PLACEII DESCRIPTION DOUBLE YELLOW 12"W 12" WHITE 8'ow 8" WHITE 4"W 4" WHITE �ll� tl*V� 8' ARROWS _ry A - 1;:T 26+88.79 Q II a 8' '.4HEAD" LEGEND sQ ❑s 8' "SIGNAL" LEGEND © Q 80 "STOP" LEGEND SIGN ON 2 WOOD POSTS rn SIGN ON LIGHT OR SIGNAL POLE " + SIGN ON SQUARE STEEL POST lam- SIGN ON WOOD POST lLl o I PER CALTRANS TRAFFIC MANUAL A10 5 /cz/V 5H t T 5 27+23 26+88.19 M W ck W �w VICTORIA PARK LANE QREPAIAlr ✓TA. -4WAA150A/ TO &T/4)4A49A vv CONSTRUCTION NOTES 0-- PROTECT IN PLACE 2a- REMOVE EXIST. STRIPING/PAVEMENT MARKING 3�— PAINT NEW STRIPING/PAVEMENT MARKING, INCL. RAISED MARKERS 4�- REMOVE SIGN AuO Pe3T 5a-- RELOCATE SIGN PER ENGWCE:tZ 6a- FURNISH a PLACE NEW SIGN AND POST T�— FURNISH a PLACE RAISED PAVEMENT MARKERS ALONG MEDIAN ( .—MAiT Al Ew STIZlFU\IG AMO MA(MUis Q 49 ----EXISTING STRIPING 705E KEMOVEP 15Y PRUING C.ON5T• 1 FOR GEN ERA L X10 TE.S S E- E. PA & F- 2 T N EXISTING (DY) (r2" W) (4.1 W) 7) �v �� -NEW nr SWANSO.N PLACEII DESCRIPTION DOUBLE YELLOW 12"W 12" WHITE 8'ow 8" WHITE 4"W 4" WHITE �ll� tl*V� 8' ARROWS _ry A - 1;:T 26+88.79 Q [ 8' '.4HEAD" LEGEND sQ ❑s 8' "SIGNAL" LEGEND © Q 80 "STOP" LEGEND SIGN ON 2 WOOD POSTS SIGN ON LIGHT OR SIGNAL POLE SIGN ON SQUARE STEEL POST lam- SIGN ON WOOD POST W-111 R261 IKW81, RI, TYPE L SIGN AND MARKER CODE NUMBERS PER CALTRANS TRAFFIC MANUAL A10 5 /cz/V 5H t T 5 MAIV� RCviolvr4A WA 4 C - -- - r ILC [IV / ---� 2 4 ET 1 WANDA AVENUE .SEE -*gee 7- 4 0,-9 rtf4C T NO. 1.5732 � � 2r 5' 23' 2I' 1 79 T N0. /5732 bbf6ff PLANS ej CL 4 co ~ m a o p N xo a -7 4 G�Z 4 4lit 9 ti V) UJ w m = M 4 6 U 0 y b p �} � n; � k °��r*• i p g N. ai o Qv acc ^v J� c �v o goy �� �v Jo H �o �+ ^� mo O� NW N®Q �z J v O D• aj O }} ac W M tC z N- i W o1 V _ Cc W Y� *N i 4� r, V1 0i Q .! i—� +��� Q 4� +N 4 w\ -� _ a V) Q: �' k �I �V t 1 act We �C1z , a N d/2 NO TYR 8A !NE PROP. CG f�E I _ C& G 4"W r Yy PA/N --- PQ/Nr "B/A'C LAA/E cc PA/A.Ir 5e'cAt- A/5 I �J Q' P4�VT ra"50L/D 3 B//CEL AIG" PVMT. 3 LCGCAID� ARROW j OCTA/L 09A Q, > WN/rE I-CGEND� *MW 4"W et 4 W 7 (o t /3.34 in 7 TY PE F RAISED Q 7 g RAISED MEDIAN MEDIAN /0' N _ 3�% N 200' a" w 7 „ N 4 8 a N 100 4"W v 3 4.,w y v \ 8 \ 3 4"W , F TURE CaG 2 N Z I � M 4 5 l" V m00 DOUBLE YELLOW 1n t0 O_ + PA/Nr a: N� Zul m m v WH/TC — � 14 V in cp Qac' ac ti z o� N in MZ� � a Z 6a 6a O 0Q U w Z as O� + N� �aWW cD W X It W 5:z �o N �� N Zzj 2 4 ET 1 WANDA AVENUE .SEE -*gee 7- 4 0,-9 rtf4C T NO. 1.5732 � � 2r 5' 23' 2I' 1 79 T N0. /5732 bbf6ff PLANS ej CL 4 co ~ m a o p N xo a -7 4 G�Z 4 4lit 9 ti V) UJ w m = M 4 6 U 0 y b p �} � n; � k °��r*• i p g N. ai o Qv acc ^v J� c �v o goy �� �v Jo H �o �+ ^� mo O� NW N®Q �z J v O D• aj O }} ac W M tC z N- i W o1 V _ Cc W Y� *N i 4� r, V1 0i Q .! i—� +��� Q 4� +N 4 w\ -� _ a V) Q: �' k �I �V t 1 act We �C1z , a N d/2 NO TYR 8A !NE PROP. CG f�E I _ C& G 4"W r Yy PA/N --- PQ/Nr "B/A'C LAA/E cc PA/A.Ir 5e'cAt- A/5 I �J Q' P4�VT ra"50L/D 3 B//CEL AIG" PVMT. 3 LCGCAID� ARROW j OCTA/L 09A Q, > WN/rE I-CGEND� *MW 4"W et 4 W 7 (o t /3.34 in 7 TY PE F RAISED Q 7 g RAISED MEDIAN MEDIAN /0' N _ 3�% N 200' a" w 7 „ N 4 8 a N 100 4"W v 3 4.,w y v \ 8 \ 3 4"W , F TURE CaG 2 N Z I Q O •OF N cm- � L J J -• zao Q J J QN UCO OD J O V a h�M �� ;61 w + } pa` cm LA ��� coojtU � in a �'o O+y v W Nn yN °+°® - 14' 11' 0' I ' 1!� Ib' a ^ N D + t i ~ + f- v Ot~rf + a \t- tLJ F- t0 Q ~ N 4 (14x W aD OC a0 z ^ l+J W N at ^ U. g � F' O m\W� \ O a I CL Q V4- +0 +N to F- 4i 2 cc O W = C: Q C, Q. 4 a U * - J 4 !0 6 G 5 ao *,q!� 6 b �++ 6 6 q 4 ao m 4, 6 _ 4 6 + uj a- 14' r 14 3 5 371 J1 f4 I- 5 w m SEE SHEET N0. 26 2 Re PQ/Air 5r,4. b&MA/50,V r0 Er1kVAA/0.4 m Z Q m SCALE: I"= 40' W J j U. I W O z �J� oG W x ^ J V OC `� QY O NW Y hVl W �� 1��0 hp2:r�J�Q h� a 00 0� O Q W Ch t0 \ (h Q ]. + N + - O T 111 } ~ N YOj W C + ca + J + N W ,� \ ap O U i (Z O O W ]. N cp W tp OC �` ^ Z f _� ; — o `A) Cl N p N F- j� ct - h - -V OJ \ W N m 40 a M ao Q z a m W BASELINE ROAD M FUTURE C&G I O�► 4„ w 4" w +I 3 _ W� 8 C! 4" W M' N 50' 4"W 3 50' 4" W 6^ M N a B.C. B.C. 3 7 Lai 7 - DY 7 I - 20 04 20+69.00 Z� RAISED _ - Mev o 18 - 19 - - 21 MEDIAN O K1j 60' 8"W .-1 A _ �J � 17r00.00 - `"J e 4" W p I 4" w 7 M 50' 4"W 1 20 + 05 50 4" w 7 _ () y �o M d 3 � N 20+s5 s W i/ m - / 4" W yj I uj in FUTURE C8 G L O C1 NCL W co rcac V J U W_ O � _• Q O Z ��� J Y O J J J O O v �q O Q Z (h W '� W N W W W o w> 4. V� 4 N +n Ov A CIS � N \ v W LAJ ~ N W ±� N P �M Iw1C to + O1 N� Nz i v _ _ + aQiID W N W ^ C] U 6 I (o I tv 6 W 6 6 6 6 (FUTURE) CIO �N ♦ O cvuj Z zw JW Z co V uJ WWW Q� J NEW 4 5 6 V m00 DOUBLE YELLOW err t0 O_ + a0 !- N� G 6 cjODh O 8N � 14 V in cp Qac' ac ti z o� J Wee Q MZ� © ~ Z 6a 6a O 0Q U ^' Q Z as O� + N� �aWW cD W X It W 5:z Q �� N Zzj h� O� +�� J� v If(CT(6^J H6r--Ts AND 51Cr^i SPEC.4 }� CL CL $W - Qy �Qcts 3 + Qp _ ON -� \ l0 6 (ll b �• 0� 8 a \ Qcc Ci OAD i FUTURE C 9 G 4"Wv 8 4.,W Ig 12 3 I "5 N 4W 4" W Ipm I L— FUTURE C 9 G Q O •OF N cm- � L J J -• zao Q J J QN UCO OD J O V a h�M �� ;61 w + } pa` cm LA ��� coojtU � in a �'o O+y v W Nn yN °+°® - 14' 11' 0' I ' 1!� Ib' a ^ N D + t i ~ + f- v Ot~rf + a \t- tLJ F- t0 Q ~ N 4 (14x W aD OC a0 z ^ l+J W N at ^ U. g � F' O m\W� \ O a I CL Q V4- +0 +N to F- 4i 2 cc O W = C: Q C, Q. 4 a U * - J 4 !0 6 G 5 ao *,q!� 6 b �++ 6 6 q 4 ao m 4, 6 _ 4 6 + uj a- 14' r 14 3 5 371 J1 f4 I- 5 w m SEE SHEET N0. 26 2 Re PQ/Air 5r,4. b&MA/50,V r0 Er1kVAA/0.4 m Z Q m SCALE: I"= 40' W J j U. I W O z �J� oG W x ^ J V OC `� QY O NW Y hVl W �� 1��0 hp2:r�J�Q h� a 00 0� O Q W Ch t0 \ (h Q ]. + N + - O T 111 } ~ N YOj W C + ca + J + N W ,� \ ap O U i (Z O O W ]. N cp W tp OC �` ^ Z f _� ; — o `A) Cl N p N F- j� ct - h - -V OJ \ W N m 40 a M ao Q z a m W BASELINE ROAD M FUTURE C&G I O�► 4„ w 4" w +I 3 _ W� 8 C! 4" W M' N 50' 4"W 3 50' 4" W 6^ M N a B.C. B.C. 3 7 Lai 7 - DY 7 I - 20 04 20+69.00 Z� RAISED _ - Mev o 18 - 19 - - 21 MEDIAN O K1j 60' 8"W .-1 A _ �J � 17r00.00 - `"J e 4" W p I 4" w 7 M 50' 4"W 1 20 + 05 50 4" w 7 _ () y �o M d 3 � N 20+s5 s W i/ m - / 4" W yj I uj in FUTURE C8 G L O C1 NCL W co rcac V J U W_ O � _• Q O Z ��� J Y O J J J O O v �q O Q Z (h W '� W N W W W o w> 4. V� 4 N +n Ov A CIS � N \ v W LAJ ~ N W ±� N P �M Iw1C to + O1 N� Nz i v _ _ + aQiID W N W ^ C] U 6 I (o I tv 6 W 6 6 6 6 (FUTURE) CIO �N ♦ O cvuj Z zw JW Z co V uJ WWW Q� J NEW h 6 DY DOUBLE YELLOW err t0 O_ + a0 !- N� G 6 cjODh O 8N � to NEW <u W 6 (p 6 DY DOUBLE YELLOW err CON O_ 8�L a0 !- 8" WHITE (4"w) CO cjODh O 8N 14 V in cp Qac' ac ti � 8"AHEAD" LEGEND J Wee Q MZ� © ~ Z 6a 6a O 0Q U ^' Q Z as O� + N� �aWW cD W X It W 5:z CO W 4., w =� N J 14 RAISED _ 15 N Q MEDIAN 7 j 4,. W M J W Q a jo- N 3 4"W , Q ujuj ti CONSTRUCTION NOTES 1 --PROTECT IN PLACE 22 REMOVE EXIST. STRIPING/PAVEMENT MARKING —PAINT NEW STRIPING/ PAVEMENT MARKING, INCL. RAISED MARKERS 4a—REMOVE SIGN AND P65f SO --RELOCATE SIGN . PEK E 4&MF-E2 a—FURNISH & PLACE NEW SIGN AND POST 7a --FURNISH 9 PLACE RAISED PAVEMENT MARKERS ALONG MEDIAN 8a- mw- NEI) STRIPING AND MARKING 5 , Z FOR GENE -RRL NOTES SEE- PAGE Z. 7 c- a No.,. 38iQ n x Exp- 12�.1',/93 NEW DESCRIPTION (DY) DY DOUBLE YELLOW (r2"wl CON O_ 8" WHITE (4"w) CO 4" WHITE 14 J ® Mv 8"AHEAD" LEGEND J ® MZ� © ® 8' "STOP" LEGEND 6a 6a O 0Q U ^' Q VT. O� + N� �aWW cD W X It 4 CO �� N Zzj h� O� +�� J� v If(CT(6^J H6r--Ts AND 51Cr^i SPEC.4 }� CL CL SIGN ON U -CHANNEL POST - �Qcts _ ON l0 6 4"W b �• 0� W 4., w =� N J 14 RAISED _ 15 N Q MEDIAN 7 j 4,. W M J W Q a jo- N 3 4"W , Q ujuj ti CONSTRUCTION NOTES 1 --PROTECT IN PLACE 22 REMOVE EXIST. STRIPING/PAVEMENT MARKING —PAINT NEW STRIPING/ PAVEMENT MARKING, INCL. RAISED MARKERS 4a—REMOVE SIGN AND P65f SO --RELOCATE SIGN . PEK E 4&MF-E2 a—FURNISH & PLACE NEW SIGN AND POST 7a --FURNISH 9 PLACE RAISED PAVEMENT MARKERS ALONG MEDIAN 8a- mw- NEI) STRIPING AND MARKING 5 , Z FOR GENE -RRL NOTES SEE- PAGE Z. 7 c- a No.,. 38iQ n x Exp- 12�.1',/93 STRIPING & SIGNING LEGEND EXISTING NEW DESCRIPTION (DY) DY DOUBLE YELLOW (r2"wl CON 12" WHITE 8" WHITE (4"w) 4"w 4" WHITE 14 J ® Mv 8"AHEAD" LEGEND J ® J © ® 8' "STOP" LEGEND 6a 6a ^' Q II n Q N� I oN CO - 4.p� M1� iN SIGN ON WOOD POST h� O� +�� J� v If(CT(6^J H6r--Ts AND 51Cr^i SPEC.4 }� SIGN ON U -CHANNEL POST - _ ON l0 6 b �• 8 a \ Qcc STRIPING & SIGNING LEGEND EXISTING NEW DESCRIPTION (DY) DY DOUBLE YELLOW (r2"wl I2"w 12" WHITE 8" WHITE (4"w) 4"w 4" WHITE 14 8` ' f ARROWS ® ® 8"AHEAD" LEGEND Q ® 8� "SIGNAL" LEGEND © ® 8' "STOP" LEGEND 6a 6a SIGN ON 2 WOOD POSTS II SIGN ON LIGHT OR SIGNAL POLE I T SIGN ON STEEL SQUARE POST - v SIGN ON WOOD POST W -II, R26, V, W81, RI, TYPE L SIGN AND MARKER CODE NUMBERS PER CALTRANS TRAFFIC MANUAL If(CT(6^J H6r--Ts AND 51Cr^i SPEC.4 ,rr SIGN ON U -CHANNEL POST d m fj SCA L E: I "= 40' BASELINE�C U-) * , 3 M Z � _ 23 W 22 J= _ V M78 3 �— L i Q L.L. -411W C � - - - ..r-1 1hic � o + N 1 to oc i N � m 00 3 J � J OLD cy < `3h p� pn'' nl�a�titi + 6 O��i I a _ 2 f tim J 0: m ^ j 4 co w W x � ti Q + I m p ^ co IN b >- It Z J m rr � _��•••-•••. E_JC1571NG STRIPING 0AW Q �o N cc 'ao-� O Ir— f utURE G �+1u— N 4„W L j"- �_ W_ mm U1 W � 4 fUtvRE C gG W a � 6 W OL n�� 4 N° BASELINE 6 ROAD, H W EAST AVENUE 2 DY 15' 29' 29' — 34 - 3p 12' 32' II `+ W N 36 tiN 1 ® rellwl 8' "AHEAD" LEGEND a N ,fi RAISED ® oc ... 8a "STOP" LEGEND MEDIAN H W EAST AVENUE 2 DY 15' 29' 29' — 34 - 3p 12' 32' II _ n M 36 M Z M 1 ® rellwl 8' "AHEAD" LEGEND a N ,fi RAISED ® \ 8a "STOP" LEGEND MEDIAN \_ N SIGN ON 2 WOOD POSTS U c SIGN ON LIGHT OR SIGNAL POLE f�C T a �x/sT _ (4"W1 , R 1, TYPE L SIGN AND MARKER CODE NUMBERS M _ N TT SIGN ON U -CHANNEL POST — _ qu a ' W W z LL x W _ a CA W p0 k� W Of W �G m 01 W m+ ci ti M 15'112' 23' N O W W a r on 1 12" W H W 0 2 DY a N must — 34 - 3p — — + IL + _ n M 36 M Z M a ® rellwl 8' "AHEAD" LEGEND a N ,fi RAISED H EXIST. E.P. SIU M 4"w T a� 1 M W 0 2 DY DOUBLE YELLOW N must n Q N Q N J t0 J + IL + 4"w n M � M Z M a ® rellwl 8' "AHEAD" LEGEND ® EXIST. E.P. SIU M 4"w T a� 1 M 1-- \ (12"W! 1\\ ( (JCIJT \ L� I I I 21 1I I Lu ►o-�+ x m �3 �• hWw >- �� W Oco 1- m ._ + m M m M 1 j 0 � W K m I I W I W I 12 32 15' 29' 29' 21' 8' 8' 21 ' 1 CONSTRUCTION NOTES aPROTECT IN PLACE 2O ---REMOVE EXIST. STRIPING /PAVEMENT MARKING 3�—PAINT NEW STRIPING/ PAVEMENT MARKING, INCL. RAISED MARKERS 4O ---RE MOVE SIGN AMID P 0 5 T L—RELOCATE SIGN . PE& t:-NGt INF -E. C 6�—FURNISH B PLACE NEW SIGN AND POST O—FURNISH 8 PLACE RAISED PAVEMENT MARKERS ALONG MEDIAN �— PAltu ( NI✓W 5TRWV46t AND MRR hN(r5 ) /NO KA15ED MAF-KE(Z5 FO(, GEN -RAL NOTES SEE PALL 2-7 STRIPING a SIGNING LEGEND EXISTING NEW 0 (DY) DY DOUBLE YELLOW N must 12" WHITE (811w) 8"w (4"W1 (4"w) 4"w a y ('�' ( f .� ® rellwl 8' "AHEAD" LEGEND ® N ,fi RAISED ® \ 8a "STOP" LEGEND MEDIAN \_ N SIGN ON 2 WOOD POSTS U SIGN ON LIGHT OR SIGNAL POLE f�C T a �x/sT _ (4"W1 , R 1, TYPE L SIGN AND MARKER CODE NUMBERS M _ N TT 1-- \ (12"W! 1\\ ( (JCIJT \ L� I I I 21 1I I Lu ►o-�+ x m �3 �• hWw >- �� W Oco 1- m ._ + m M m M 1 j 0 � W K m I I W I W I 12 32 15' 29' 29' 21' 8' 8' 21 ' 1 CONSTRUCTION NOTES aPROTECT IN PLACE 2O ---REMOVE EXIST. STRIPING /PAVEMENT MARKING 3�—PAINT NEW STRIPING/ PAVEMENT MARKING, INCL. RAISED MARKERS 4O ---RE MOVE SIGN AMID P 0 5 T L—RELOCATE SIGN . PE& t:-NGt INF -E. C 6�—FURNISH B PLACE NEW SIGN AND POST O—FURNISH 8 PLACE RAISED PAVEMENT MARKERS ALONG MEDIAN �— PAltu ( NI✓W 5TRWV46t AND MRR hN(r5 ) /NO KA15ED MAF-KE(Z5 FO(, GEN -RAL NOTES SEE PALL 2-7 STRIPING a SIGNING LEGEND EXISTING NEW DESCRIPTION (DY) DY DOUBLE YELLOW (12"w) !2"w 12" WHITE (811w) 8"w 8" WHITE (4"w) 4"w 4" WHITE y ('�' ( f 8' ARROWS ® ® 8' "AHEAD" LEGEND ® ® 88 "SIGNAL" LEGEND ® ® 8a "STOP" LEGEND ® SIGN ON 2 WOOD POSTS U SIGN ON LIGHT OR SIGNAL POLE T SIGN ON STEEL SQUARE POST SIGN ON WOOD POST W-11, R26, 'K', W81 , R 1, TYPE L SIGN AND MARKER CODE NUMBERS PER CALTRANS TRAFFIC MANUAL AND SLGEN SFECIFIc-?47IDN SHECT5 TT SIGN ON U -CHANNEL POST — _ TWO -WAY LEFT TURN LANE 1 r N ETIWANDA FUTURE CSG N \ EXIST. ROCK CURB 0 EXIST. ROCK CURB FUTURE CSG Im PROP. A. C 1 "Af – PROP. A.C. BERM N 3 6 ' SEE SHEET N0. BASELINE ROA 141 12A 12AVARI 13' AVENUE PROP. CSG PROP. CSG - 1 �Q o 00�WW �UWJ � tDCco0 U aw s N 3 C w o J Q NEW o ? i - ♦�_ v 4"W $ CID _ M py 0 9+36.00 ?moo of _Q3 8" w 8" WHITE a C.) u: U O 'r► `Y/1�1V�y low � AVENUE PROP. CSG PROP. CSG - 1 �Q o 00�WW �UWJ � tDCco0 U aw s N 3 C w o J Q NEW o ? i - M h CD o Q� +04 co M CD of _Q3 8" w 8" WHITE a C.) u: U O 'r► `Y/1�1V�y low � n 9' o °° U n �h ® 8' "SIGNAL" LEGEND �Q ® 8' "STOP" LEGEND �� ® h o 7 _3W - / 40' T/ ,4CT N0. /5732 4 ~� * 3 a b Q. - VN �zz** r. I J�0fj WW 3 vic V � h v 1Z��� ETIWAND 2M \ I N Z- I ` �r\, 100' 4"W 4-W N 3 REP�1! 10+00.00 g 8"w 10 10+65.00 io V r �REPAIAI r N J 1 o T 4�� O' o �4 SEE SHEET N0. 2� 3 REPwNT R BA/w\g � pv N 3 InvQ w o J Q NEW o ? i - M DY CD o Q� +04 co W 0 ct CD of _Q3 8" w 8" WHITE w m (4"W) 4"W U O 'r► `Y/1�1V�y low � W 9' QA II' 8"AHEAD" LEGEND �h ® SEE SHEET N0. 2� 3 REPwNT R BA/w\g � pv C7 O F- mQ� o�- toLL It t W DY – QD J Lu: �•-� 8"W = =LU U� 1— W Ui N 3 5 E E 514eET 4 OF 9 w o J Q NEW o ? i - M DY m +04 co W 0 ct r2" WHITE of _Q3 C7 O F- mQ� o�- toLL It t W DY – QD J Lu: �•-� 8"W = =LU U� 1— W Ui 40 1r e cuRvE 3 N� V Q N TNUE CONSTRUCTION NOTES 0 --PROTECT IN PLACE 2a—REMOVE EXIST. STRIPING /PAVEMENT MARKING 3�–PAINT NEW STRIPING /PAVEMENT MARKING, INCL. RAISED MARKERS (�)—REMOVE SIGN AND PeST 5a --RELOCATE SIGN .PER F–M& W EE12 ©—FURNISH 8 PLACE NEW SIGN AND POST o --FURNISH & PLACE RAISED PAVEMENT MARKERS ALONG MEDIAN /AEW � TRWIN6 AALD M RRKIA&Sr? � � 6 w � P ennn ►� ,x N W W3 a 5 E E 514eET 4 OF 9 go NEW DESCRIPTION TR. NO. /5732 .SlRE�-7 RAj/5 (DY) DY or (D^ N W 0 ct r2" WHITE ct O W 8" w 8" WHITE w m 40 1r e cuRvE 3 N� V Q N TNUE CONSTRUCTION NOTES 0 --PROTECT IN PLACE 2a—REMOVE EXIST. STRIPING /PAVEMENT MARKING 3�–PAINT NEW STRIPING /PAVEMENT MARKING, INCL. RAISED MARKERS (�)—REMOVE SIGN AND PeST 5a --RELOCATE SIGN .PER F–M& W EE12 ©—FURNISH 8 PLACE NEW SIGN AND POST o --FURNISH & PLACE RAISED PAVEMENT MARKERS ALONG MEDIAN /AEW � TRWIN6 AALD M RRKIA&Sr? � � 6 w � P ennn ►� ,x �4R C���tC2Al,. I�IOTEs SEE. �t-�cET Z? 5 E E 514eET 4 OF 9 4 NEW DESCRIPTION TR. NO. /5732 .SlRE�-7 RAj/5 (DY) DY DOUBLE YELLOW (12"w) 12"w r2" WHITE (8"W) 8" w 8" WHITE p0 (4"W) 4"W /2' /6' /8' /2' \ 'r► `Y/1�1V�y low � 8' ARROWS QA IN 8"AHEAD" LEGEND �h ® 8' "SIGNAL" LEGEND �Q ® 8' "STOP" LEGEND �� ® h o h II �' 40 1r e cuRvE 3 N� V Q N TNUE CONSTRUCTION NOTES 0 --PROTECT IN PLACE 2a—REMOVE EXIST. STRIPING /PAVEMENT MARKING 3�–PAINT NEW STRIPING /PAVEMENT MARKING, INCL. RAISED MARKERS (�)—REMOVE SIGN AND PeST 5a --RELOCATE SIGN .PER F–M& W EE12 ©—FURNISH 8 PLACE NEW SIGN AND POST o --FURNISH & PLACE RAISED PAVEMENT MARKERS ALONG MEDIAN /AEW � TRWIN6 AALD M RRKIA&Sr? � � 6 w � P ennn ►� ,x I � DY N . � � I 3 REPst/NT MATGN PVMT. j XisTlnl(� G G 1 Q V 3� 5' rAPER �4R C���tC2Al,. I�IOTEs SEE. �t-�cET Z? STRIPING a SIGNING LEGEND EXISTING NEW DESCRIPTION (DY) DY DOUBLE YELLOW (12"w) 12"w r2" WHITE (8"W) 8" w 8" WHITE (4"W) 4"W 4" WHITE `Y/1�1V�y low � 8' ARROWS QA IN 8"AHEAD" LEGEND ® 8' "SIGNAL" LEGEND © ® 8' "STOP" LEGEND ® SIGN ON 2 WOOD POSTS h II �' SIGN ON LIGHT OR SIGNAL POLE 3 T SIGN ON STEEL SQUARE POST SIGN ON WOOD POST \ 41, h w-11, R26 , 'K' W81, R 1, TYPE L SIGN AND MARKER CODE NUMBERS ' PER CALTRANS TRAFFIC MANUAL Ad SPEGI F1C!47l6/11 SHEETS /29.45' To /- eve-ir 5T. LT.—� I � DY N . � � I 3 REPst/NT MATGN PVMT. j XisTlnl(� G G 1 Q V 3� 5' rAPER Q N a oc W III - 40'A I GENERAL NOTES I. SEE STEIPW6 AND 51614IM& LEGE90. 51AM-C 24 Z. SIGNS ID 6E RGM OV ED SAALL gE D ELIVERM TO T" CITY 3. STOP SIGNS RE-LlXATLCN S"ALL bE *4 DIREC.'i ION aT7T As ENGI AIEEfL A. SEE GATT STD 403 F09- TYPO L t K 31(,N5 5. PAIKTmtG PROMDU¢Ef POR STRIPM M30 PAVEMENT AA149LKMC SM -LL COMCotm fO TI+E STANOARD 5MCIACM1015 FOR PUBUG WOMS C6N5T. 1185 &DI-nOA1 WITµ IMP !� T S(APPLrsMGNTS AMD T4d POUDW W67 - A. PArg f WOMENT MOMAK5 AND ALL p61Alff ANP 01AAEMIDNS FOR 7RAFFIC SZRIMf AND MARMIA145 SNAtLL COXFOW 'TO CALTRW -'*)TAMDARD SPs=UFI CATIMIS TRAFFIC MANUAL. AND MNINTENANCEMANLAALAAD CITY 519 4D7 tAML.ES5 07WERWI5f= NOiLO, PAUENAN'1 f:<GENDS 5AALL CONFORM TO CllC M4IN'ft✓AIAMC-G 51EA1CILS Do EXISTM 6 TRAFFIC 5V-AK6 5V-A%ANP MRRV IMS TAPIT DO NDi CONFD1zM ?0 THC PLPM 54ML5E REMOVED SY WET SANDBLASTIA & C, TUe CANZILACTOP- SIAPALL FURNISH TI+E MECE55AWZI CONTROL PVAT5 95WAU— STRI PLN& MD MAaRYJAKrS AND 54WL 86 RG SPD/ASl5Le FOR TH£ CDhAPLFT)iE55 AM) AGC.URAGI TgERCOF TO T149 SAk'TtSFACT(WA OF -M-E MIz ID. S70711tkG SHALL SE COMPLETED AMD APPRI7 W PRIM TO RBAV14L DFANT WSTM(s 517,IP95 EXmiw- %ICI PES ASND Y1AIZKING5 5A,lA.LL BE RemovEO MDR lb P AAN'[W6 NEW DNC -5. buT IN NO CASE SHUaLL AAY SEC -T(0& &F- STtZFi'T lk LEFT A11114091 PROPER SIZIPING FOA- MD4r- T+kXA 24 146UIZc D R OVER W EC KBNS OR NO UD R 1 S & NL o ims, MD 'O MEMIMS FbtL TRAFRC. 51 M AND 114E IIl 51MA17M TAMeOF 514ALL GONFOUA-[0 llie GAL'IXW SIGN SPGGIFICATIOAS TRaFFIG MPttilul4L- AND MAIMI GNA1l U MAAUAL- NEW AND REL L4SD SIW 5'MALL BE IMSTALLl=D US" C,RP,PJV NDA- PERFORATED L,WISIZUT POS`['S AND AW-JA09- SLEEVES SPT 145 MOrT6P. SIGN TMTS SO LL &C - \ G1 3/4 " X l 31/4"AND OF 5(AFFIUZN1 LFN&TN TO MTEAD FEbM\4MF- 76F OF TffB SI(ACs) TO 6GTWG-EN Go AN 6 IALUE-f W10 THE AUGMO - SLEQiR MD PROVIDE 7 FCr-T OF CLEWAMa SETWEM FWIS14ED GRADE ANI) THS< BDrT&M6P:-rl C- 51&440) TW ANLROE 5LEEVLS SHALL EXTEND I TD Z WCUF-J ABO VE FINKHED GRADE AND SUELL BE 2 X 2 loy 30 LON& • POST 514ALLBE ATTAC-UPD TO Tt+E ANCL46Z SLEEVE UT1LI2JW, UNISTRUT COMM SDLTS M -TWO UNISTRUT DM6 KtVETS AT kVAT AN(21Es TO EAcA OTRC-R . A-fTACA4 SIGNS TO Post LASV46 TPA DRIVE IbUSTS OR OTHER CITY APPRM6D-TECd4Ml6UE5. TASTALL. RLL—A.Vv s) AND NrI6I49DRAM W AS(_W+ S14NS OM GRffiq 1Zf+. JA - 44RI M MTS VSI+t_M SI RMT L I G 141 PbLZS J4RG NOT AVAILABLE CONSTIZI.jCTlC)N NOTES AND 5 7 KI F I pA G S T IZI P l ly L-E—G LN D �- i C14/ C178 y f C 18 600s ` C18/C17F O co V, = O pm 2:1 � GRADE TO JOIN � 4 �oq. 8 4lAlicS VARIES 0' TO 9' r' 4"W EDGE LINE JOIN EXIST. E. P. EXIST. PVMT. FURNISH a PLACE 2 "A.C./ NATIVE TEMP. P4VEMEN T. V SECTION "A If fA SCALE 1 "_ 40' SWANSON - PLACE 1; 1 I I I I j I p � v � I- C18 a BASELINE T) W N � • LIJ j 50'0.C. _jm� - 71' U LL1 Q W • W Z J Wa pW Wa 3% W U. Z� a= M 4 �44 Z V I C TOR I A PA RK LANE VAR, I 22' AR -- - 22' j - - ----VARIES ,I 1 I (I I NOTE: 1. RELOCATE BASELINE ROAD R I "STOP SIGNS " AS SHOWN. 2. REMOVE EXIST. STRIPING. SEE SHT. 24. 3. PAINT "STOP" MARKING AS SHOWN. CT O W W a 3:: Q ci 0 Ir DIN W o N= a W 1 T8 Lu • - M \\ � Q It 1 0 pj c+V 0— cc c� oRK gRF4 P ! + \ R 1 w tigs� I R OA D r z a CL W O W cD 0 W 0 LC 0 - 0 X W W h PA INT 12'' W C3 - C= - -- -- _ - - -- -- -- - -- - - _ -- - ---- - - - - - -- - --- R! •� ;� 'f • - 19 .55-1 J '� • - • •— �9f90 • • • • • M CrBcI F I N 50 O.C. -- 0.7T- 1 - \ hj 150'@ 25' O.C. M \ z (3 1- O W W a 3:: Q OQ> 0 Ir DIN W = W N= a W N Lu oa •�• O ZQ ♦ W >- - M ~ 60 z QO f-=-� W 2- m a ROAD h PA INT 12'' W C3 - C= - -- -- _ - - -- -- -- - -- - - _ -- - ---- - - - - - -- - --- R! •� ;� 'f • - 19 .55-1 J '� • - • •— �9f90 • • • • • M CrBcI F I N 50 O.C. -- 0.7T- 1 - \ hj 150'@ 25' O.C. M \ z (3 1- O W W a 3:: Q OQ> 0 Ir DIN W = W N= LLNa W lit Lu • •�• O ZQ + a h PA INT 12'' W C3 - C= - -- -- _ - - -- -- -- - -- - - _ -- - ---- - - - - - -- - --- R! •� ;� 'f • - 19 .55-1 J '� • - • •— �9f90 • • • • • M CrBcI F I N 50 O.C. -- 0.7T- 1 - \ hj 150'@ 25' O.C. M \ z (3 1- O W W a 3:: Q OQ> 0 Ir DIN W = W N= LLNa W lit Lu a: Lu �- o O ZQ DATE a a O BARRICADE CITY Or ANG .�� ���� �► ����� �'G W f-=-� BARRICADE WITH SIGN . o 1r N - - - -- + al • TUBULAR DELINEATOR -� WI Rt./C 17F _ v Lij it F WI Rt. r "' MRK AREA 77 -- -- - - _. - - -- --- -- - - --- _ - - - - z CHAS E �4 �--- - -- ----- -- -- -- v WORK AREA � 50 0. C. PHASE "A" J M 100' @ 25' 0. C. --- = M U 07 -- - - Q ± Ali O W cc In a GENERAL NOTES N • 50' 0. C. (,L = ✓ 10 N J - - 14 Lu' 'WORK AREA O J W PHASE "A m Lu Q DESCRIPTION OF REVISION I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONE, 1985 EDITION, AND CITY STANDARD PLANS. 2. THE CONTRACTOR SHALL MAINTAIN , ON A 24 HOUR BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC. TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC. 3. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC. PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION AND SHALL NOT ATTEMPT TO SWITCH TO A SUBSEQUENT PHASE DURING WORKING HOURS. 4. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME CLOSURES. 5. FLASHING YELLOW BEACONS, TYPE °B", SHALL BE USED ON ALL ADVANCE C18 SIGNS. 6. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE UNLESS SHOWN OTHERWISE. 7. TYPE Z AND II BARRICADES MAY BE USED, IN LIEU OF OR IN ADDITION TO THE RUBBER GUIDE POSTS, AT THE DISCRETION OF THE CONTRACTOR, WHEN T HEY ARE INTENDED TO PROVIDE ADDITIONAL EMPHASIS IN AREAS WHERE WORKERS ARE PRESENT. 8. WHERE LIGHTS ARE USED TO DELINEATE THE TRAVELED WAY THROUGH AND ARROUND THE WORK AREA, THEY SHALL BE TYPE "C"- STEADY BURN LAMPS. USE FOR NIGHT DELINEATION. 9. ALL DELINEATORS SHALL BE 28 INCH MINIMUM PORTABLE, REFLECTORIZED RUBBER GUIDE POSTS, ORANGE IN COLOR, WITH WEIGHTED BASES OR SANDBAG RINGS AND SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES AND SHALL BE REPAIRED, REPLACED OR CLEANED AS NECESSARY TO PRESERVE THEIR APPERANCE AND CONTINUITY. 10. BEFORE FINAL INSPECTION OF THE WORK THE CONTRACTOR SHALL CLEAR THE RIGHT -OF- WAY AND ALL GROUNDS OCCUPIED BY HIM , IN CONNECTION WITH THIS WORK, OF ALL RUBBISH, EXCESS MATERIALS , EQUIPMENT, SIGNS, DELINEATORS, ETC. ALL PARTS OF THE WORK AREA SHALL BE LEFT IN A NEAT AND PRESENTABLE CONDITION. 11. THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO ASSURE PUBLIC SAFETY. 12. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW WHEN NOT IN USE. 13. ACCESS WILL BE MAINTAINED TO ALL DRIVEWAYS OR OTHER ARRANGEMENTS MADE. FOR PHASE " A" CONSTRUCTION] PAINT 0- a LEGEND u. DESCRIPTION OF REVISION DATE APPOvFn. Wcn �----i BARRICADE CITY Or ANG .�� ���� �► ����� �'G W f-=-� BARRICADE WITH SIGN . o 1r al • TUBULAR DELINEATOR DETOUR AND PHASING PLAN SIGN BASELINE ROAD C� FLASHING ARROW BOARD --� DIRECTION OF VEHICLE TRAFFIC STATION 15 + 00 TO STATION 31+93.99 Qo�EESS1�jh� T 0�'��` F APPROVED BY: DATE CITY ENGINEER R.C.E. NO.?l�g? - ,o Nn 19;10Q DE SIGN � � , PLANS FFtEF'AREG BY Nll' 3/31/93 4tgr C1YIl ,�`� OD 0 N Ld a Q oQ E ! / W ND. A. uj W l! 0 V)N` Ili V) i I NOTE I. KEEP 4 -WAY STOP AND ETIWANDA AVE. OPEN DURING CURB a GUTTER CONSTRUCTION. ( PHASE "A -I"). RELOCATE RI "STOP SIGN", PAINT 12"WHITE "LIMIT LINES" AND STOP MARKINGS. 2. CLOSE ETIWANDA AVE. DURING PAVING ( PHASE IfA-2) SEE SHT. 31. Q� N a ui U X QLu J !- a >� 3z X�U �tJ BASELINE LI_ a �I� -, ! -� 10 O.C. IN CURB ZZ� w r%U�_ AL) � Z ! Q a •i RETURN AREA.(TYP.) Z) Z W Q O PHASE A- I O a W -- --- - - - - _ •� - JL LL C\j Ld Li • -•- • •C22• /71 t - , • _ - - - - �_ ._ R1 I • � v � 50� O.C. ¢' • \ m I 3 �� �� ��: • � �� � � 50� O.C.-I. 1 \WORK AREA C) WORK AREA PHASE"A" / �� •� _-- ----- RI PHASE "A - - - - -- - --- -- -. - - .- __ __ _ _ _ / �"•' l a' INSTALL TYPE III BARRICADES a ';m WITH 2 -TYPE N AND I - C2 o �= ON EACH FOR PHASE "A -2"1-- Lu (D!� O W WW O � al SCALE I '=- 40' El z 0 CL A V a a Q oQ E ! / W ND. A. AVENUE W 21, 35 2310 I 21' f � 23 2 O V m �� • Q V W i N W 2 W co 71 SEE SHT. 31 FOR Q W W ETIWANDA AVE. Q- 0- o > F- W 3 >: � � a a I �� • i . i _ > a a 2 - o,m W' NOTE: CONSTR. ALL I �! co a o i CURB RETURNS ON ♦' W W� W PHASE ��A- l NOTE I. KEEP 4 -WAY STOP AND ETIWANDA AVE. OPEN DURING CURB a GUTTER CONSTRUCTION. ( PHASE "A -I"). RELOCATE RI "STOP SIGN", PAINT 12"WHITE "LIMIT LINES" AND STOP MARKINGS. 2. CLOSE ETIWANDA AVE. DURING PAVING ( PHASE IfA-2) SEE SHT. 31. Q� N a ui U X QLu J !- a >� 3z X�U �tJ BASELINE LI_ a �I� -, ! -� 10 O.C. IN CURB ZZ� w r%U�_ AL) � Z ! Q a •i RETURN AREA.(TYP.) Z) Z W Q O PHASE A- I O a W -- --- - - - - _ •� - JL LL C\j Ld Li • -•- • •C22• /71 t - , • _ - - - - �_ ._ R1 I • � v � 50� O.C. ¢' • \ m I 3 �� �� ��: • � �� � � 50� O.C.-I. 1 \WORK AREA C) WORK AREA PHASE"A" / �� •� _-- ----- RI PHASE "A - - - - -- - --- -- -. - - .- __ __ _ _ _ / �"•' l a' INSTALL TYPE III BARRICADES a ';m WITH 2 -TYPE N AND I - C2 o �= ON EACH FOR PHASE "A -2"1-- Lu (D!� O W WW O � al SCALE I '=- 40' El z 0 CL A It SEE SHT. 31 FOR ETIWANDA AVE. 0 v �- 2 NIO t a Qa N w FUTURE .i STREET I I a LL 0 0 W _ o� W � I a.W O W a,� I 30' EMMET WAY FUTURE 7 GRADE JOIN ­7�11\711- 2 VARIES 22' TO 29' VARIES 9' TO 14' VARIES 13' TO 15 GRADE__TO JOIN @ 2:1 -70- ; toy : S i3 f. n 15308 ) s 3/3 f /93 i 0 r-�cP1�FV� - PAINT 4ofW EDGE LINE -JOIN EXIST. E.P. EXIST. A.C. PVMT. V FURNISH a PLACE 2"A.C. ON NATIVE TEMP. PVMT. SEC TION B I 2' VARIES 17' TO 23` I VARIES 10 f TO 15' VARIES 7' TO 12' �I PAINT 4" W JOIN EXIST. E.P. EDGE LINE o=— I EXIST. A.C. PVMT. VFURNISH a PLACE 2 A.C. ON NATIVE TEMP. PVMT. SECTION 1#C1t FOR PHASE "A" CONSTRUCTION_ DESCRIPI ION OF REVISION DATE CIl Y A PF` ROVE b: DETOUR AND PF]ASING PLAN BASELINE Rx 0A 0 STA TION 4 -t 28 TO STATION 21 f 50 APPROVED BY: �1 DME E. CITY ENGINE FR _-_. cam" r. �h � `�-—ft.C.E NO. _21239 DESIGN PLA T E'RE��.�<Eu E3Y hFC:'MNEN`F� Cc.t4'N Of - 40 CON 0LIING I L ENGINEERS CHECKEu'< rDCv'iNG NO RCE NO _5308 _ DATE _ �1g�S9 FILE NO _. V a a Q oQ CL Q. W F co tu h - It SEE SHT. 31 FOR ETIWANDA AVE. 0 v �- 2 NIO t a Qa N w FUTURE .i STREET I I a LL 0 0 W _ o� W � I a.W O W a,� I 30' EMMET WAY FUTURE 7 GRADE JOIN ­7�11\711- 2 VARIES 22' TO 29' VARIES 9' TO 14' VARIES 13' TO 15 GRADE__TO JOIN @ 2:1 -70- ; toy : S i3 f. n 15308 ) s 3/3 f /93 i 0 r-�cP1�FV� - PAINT 4ofW EDGE LINE -JOIN EXIST. E.P. EXIST. A.C. PVMT. V FURNISH a PLACE 2"A.C. ON NATIVE TEMP. PVMT. SEC TION B I 2' VARIES 17' TO 23` I VARIES 10 f TO 15' VARIES 7' TO 12' �I PAINT 4" W JOIN EXIST. E.P. EDGE LINE o=— I EXIST. A.C. PVMT. VFURNISH a PLACE 2 A.C. ON NATIVE TEMP. PVMT. SECTION 1#C1t FOR PHASE "A" CONSTRUCTION_ DESCRIPI ION OF REVISION DATE CIl Y A PF` ROVE b: DETOUR AND PF]ASING PLAN BASELINE Rx 0A 0 STA TION 4 -t 28 TO STATION 21 f 50 APPROVED BY: �1 DME E. CITY ENGINE FR _-_. cam" r. �h � `�-—ft.C.E NO. _21239 DESIGN PLA T E'RE��.�<Eu E3Y hFC:'MNEN`F� Cc.t4'N Of - 40 CON 0LIING I L ENGINEERS CHECKEu'< rDCv'iNG NO RCE NO _5308 _ DATE _ �1g�S9 FILE NO _. Q � " W 03 N 0) = o �. U W cul] Iri -4- aa WN OD `n +W cn > o g (D Z� O N GRADE TO 6 o v N �oZ ?NQ w O JOIN AT Pel > + �- 11 N 2 ' O.C. o i a z� W o 50 w �'ia m N a m PHASE ''A • tY] �\ U QD W t o �� W� K AREA • V w Z. N w Z - fi 501 0G Z Q W > N W • en o1, • > Z a N 'jLAj ° H- I• �� • J1 U lU a W W 41 • -� QWa t92 Q vi • a �' Z W O aIW C) UJI cf) mN Z Z WU- az •+ oc cr W QR U-oaa-BASELINE K H PSE tc, __ ' - • ...... ..... V SCALE 1 40 1f) �_ Z N � cc ww • Z O C� • U w �W • 11 BASELINE • • • 25' O.C. • • 501 O.C. • I'4s 0440 C18 T O.C. + +-I N N. OLD BASELINE ROAD 50' 0.C. --,4 EAST AVENUE r_l 21 1 22' oe�VARIES i �----- to , - TO -0-- -�--- VARIES 12' TO 22' PAINT 4"W —JOIN EXIST. E.P. EDGE LINE 2% __�T„ EXIST. PVMT. -_FURNISH 9 PLACE 2 A.C. ON NATIVE TEMP. PVMT. SECTION ItDof 0 .... TAPER * 50 • ! ... Cie i I T I px nA V I I -- -- �j CIIl/cI7Fj 4 --- — • l _ - - —C20 Cie 10' 0 C. • • �— 50 ' 0. C. • N • • _z— �-• to<� •2�: - • • • �---- U' I to O.C. <— i CONSTRUCTION - 1 8' 8' 21' C31 A04�AA — tri MAINTAIN EXIST. STRIPING DE TOUR AND F'HASING PL A N BASELINE ROAD NATION 21+50 TO EAST AVENUE APPROVED BY: � v DnTE_V �",_ CITY EN ;INFER_` R.CE NO X139 DESIGN ANS F'F,EP..El, BYRE tfNE'N -E G k C KN � �-- f�-� S E+ E E .30 -OF 4Q-- __ NS G CI TINENGINEERS -__ HE CKED� r OF GN Nr NO RCE NO_I5308__ �•� DATE FILE NO- 1 291 i I � 291 r_l 21 1 22' oe�VARIES i �----- to , - TO -0-- -�--- VARIES 12' TO 22' PAINT 4"W —JOIN EXIST. E.P. EDGE LINE 2% __�T„ EXIST. PVMT. -_FURNISH 9 PLACE 2 A.C. ON NATIVE TEMP. PVMT. SECTION ItDof 0 .... TAPER * 50 • ! ... Cie i I T I px nA V I I -- -- �j CIIl/cI7Fj 4 --- — • l _ - - —C20 Cie 10' 0 C. • • �— 50 ' 0. C. • N • • _z— �-• to<� •2�: - • • • �---- U' I to O.C. <— i CONSTRUCTION - 1 8' 8' 21' C31 A04�AA — tri MAINTAIN EXIST. STRIPING DE TOUR AND F'HASING PL A N BASELINE ROAD NATION 21+50 TO EAST AVENUE APPROVED BY: � v DnTE_V �",_ CITY EN ;INFER_` R.CE NO X139 DESIGN ANS F'F,EP..El, BYRE tfNE'N -E G k C KN � �-- f�-� S E+ E E .30 -OF 4Q-- __ NS G CI TINENGINEERS -__ HE CKED� r OF GN Nr NO RCE NO_I5308__ �•� DATE FILE NO- ETIWANDA C 18 ( PHASE_14- I") C 19 ( PHASE 600 SCALE = 1 40' OZ WW ZO J m 2Q j, uJ QAL1 z CO N i Q W Q Q - ?3 I "i N • C22 eA SEL IN E ROAD r 10+00.00 SEE S H Et T 29 FOR INTERSE TION WORK 1 SEE SHEET No. 29 -, 1 1 1 1 1 1 • • 200 0 251 0. C. PHASE "A -1 m to G c W X m 1 I aQ tv W cn co Q Q 2 = 0. a Q Q W W CC Cc Q Q Y Y c o O 3 3 N 1 Q Q Z W (Wi) O U Q v a CIL ZD = Ocr Q Q W Irj !n W Q: cc + O Q Q In U Ycr. cc Lu Y Z 3 3 m 40 • • • cu ETIWANDI r 25, O.C. PHASE "A- 1 of M • • • N � �- 25' O.C. PHASE "A -I" • M Q W co Q CL Q tai cr Q Y fY M C9 � ao � U = AVENUE el: �-25'0.C. ( PHASE "A-1 °) a' _ C7 2 • N7 M W + M 3 M • • • N � �- 25' O.C. PHASE "A -I" • M Q W co Q CL Q tai cr Q Y fY M C9 � ao � U = AVENUE el: �-25'0.C. ( PHASE "A-1 °) a' _ C7 2 _y .Q M W + M 3 Lum Q U W Z H W x CURB 61 CUTTER CONSTRUCTION, W 200' 25' O.C. PHASE of fA-1 of M AVENUE - 600 C22 / C17F o • • cu • • N W ze -- z - ac 0 m Q Q 1 m ETIWANDA AVENUE DETOUR PLAN PHASE IIA -211 ESS No. 15308 * Exp. _- 3/ 31/93 \\w. CI Vl nl���� FOR PHASE ';4"CONSTRUCTION NOTES: _y .Q W a aM cr. M x Lum 1. KEEP ETIWANDA AVE. OPEN DURING W ca x CURB 61 CUTTER CONSTRUCTION, _ ' W N c' PHASE ��A - 1 " SEE SHEET 29 a J Z xctW Q=O W 1L m 2. CLOSE ETIWANDA AVE. DURING STORM cn ti DRAIN a PVMT. CONSTRUCTION, ?3v PHASE "A-2". SEE DETOUR PLAN AT RIGHT. ETIWANDA AVENUE DETOUR PLAN PHASE IIA -211 ESS No. 15308 * Exp. _- 3/ 31/93 \\w. CI Vl nl���� FOR PHASE ';4"CONSTRUCTION SCALE: 1 40' O N ca W co Q X F- Z O V t7 W m C 18k ;� 8/4 CA o� �o Wk � • • 25' 0. C. h V BASELINE A SWANSO WORK AREA PHASE "8" r PLACE e 18' II NOTE: INTERSECTION MAY TEMPORARILY CLOSED FOR A.C. OVERLAY OPERATION ONLY. 0 U ♦ W T •� 10' D.C. TYP. QD OD TYPE III /C2 N • >I2.7I' 50' O.C.-4• � • _y • • 0 � ROAD � OC T m r 0 �Q U, Q c L o Q o WW 3LL. �W W WLu - 0 W � = U (1)�- ��Q X Q. W4q a z a W 4 Z W <n x 4,1 1L )t W W a J W 1 000 VICTORIA PARK LANE 22' RIES II II NOTE: I. RELOCATE RI " STOP" SIGNS AS SHOWN. 2. PAINT 12"W "LIMIT LINES" IIAND "STOP" MARKINGS AS SHOWN C 18 T PAINT 4 D.Y. lo'o.c; •� W • r 10'0.C.l-- RT • �01� 017 � �— • • TYPE X /C2 ��• � i9+52.53 • 57 9 f 72.55 _ I • RI - =lt 28 M < --Z: — ZPAINT 4x 12" R1 A YEL. CATTRACKS o WL LL U.WW _z 30 Q CF Q. ~W 2Z a� WORK AREA PHASE "8° 50, 0. C. - - • _Z M�Lu Q zQ F— Q Lu Lu N _ + rLLJ vJ W m Z (3) J (3) U 0) Q 'i- EXIST. MEDIAN CURBS PER PHASE "A" Q ROAD— 50 0. C. �8 r - — - - QRpFESS4Nq1 No 15308 J Fwp _3/31/93 / 2 �— vw N J LLJ 3 zo JLJ Z Q W vJ FOR PHASE "B" CONSTRUCTION_ Q Q. 0 W F- ROAD W y OC T WORK AREA PHASE "8° 50, 0. C. - - • _Z M�Lu Q zQ F— Q Lu Lu N _ + rLLJ vJ W m Z (3) J (3) U 0) Q 'i- EXIST. MEDIAN CURBS PER PHASE "A" Q ROAD— 50 0. C. �8 r - — - - QRpFESS4Nq1 No 15308 J Fwp _3/31/93 / 2 �— vw N J LLJ 3 zo JLJ Z Q W vJ FOR PHASE "B" CONSTRUCTION_ Q M Q LAJ Z Q LL,Lu g _ g6 � N LU -}- W � II LAJ U Zca J � cb Q 4 - 7.00 • NI �� SCALE: I "= 40' 1= 4 W O BASELINE WORK AREA PHASE "B" 50 O.C.— 1 •12.00 251 O.0 12.00' BASELINE �0 7 00' 7.6C� m ct iW o U W —SEE NOTE 2 Q m cc W c QW �a uj U>Z o ui 3 � U. ac oW = � ;� o W cm WW a 2 � W cn� m a x z fj XW Wa BASELINE �0 7 00' 7.6C� m ct iW o U -} oa —SEE NOTE 2 Q a ci WW W c QW � 0= zco 3 W zx as �C) W a WW Li W a Q- a? J K a x W CL 1L 0 W 8 w O cclCL ETIWANDA AVENUE 21' _IL 35' I- 23' ��_ 21� I SEE NOTE 2 o� ITYPE irr C 2 a O Lu �m a x co a I �W U � x > Wa I RI — T ri dols • •<—IO' O.0 • RI I' Y L Q co iX NOTES : I. FIRST ITEM OF CONSTRUCTION FOR PHASE "B "SHALL BE COMPLETION OF WORK IN INTERSECTION BASELINE a ETIWANDA. 2. UPON COMPLETION OF INTERSECTION WORK, ETIWANDA AVE. WILL BE REOPENED TO TRAFFIC. SEE CLOSURE a DETOUR PLAN ON SHTS. 29 a 31. REMOVE DELINEATORS IN INTERSECTION, PAINT 1211 W " LIMIT LINES ", "STOP " MARKINGS AND INSTALL RI "STOP" SIGNS ON ETIWANDA. ALSO INSTALL BARRICADES AND DELINEATORS AS SHOWN. 1 TYPE=/C2 SEE NOTE 2 10+RI l .00 PAINT 12'I W a "STOP of STOP R1 I -- WORK AREA PHASE "B"-1 —T 139 5010.C. to + LL. N J Lu zo J -J Lum 2 �- LLl Qc W C i FUTURE STREET ROAD LO +m WORK AREA PHASE "811 ki 8 1 N Z 25 O.C. + 50 O.C. N - Z LLLJ !_ 1% • 251 O.C. • _.AL— — • • • • • • �� JW 17+00.00 m ct m U U Z a 0 EMMET WAY FUTURE W OT � 4 TT ORS q7F o o R No. 15308 z' 4 Fxp 3/31/93 FOR PHASE "B " CONSTRUCTION o■ �l ;�01 —SEE NOTE 2 Q zco a zx as WW H �W x W• to + LL. N J Lu zo J -J Lum 2 �- LLl Qc W C i FUTURE STREET ROAD LO +m WORK AREA PHASE "811 ki 8 1 N Z 25 O.C. + 50 O.C. N - Z LLLJ !_ 1% • 251 O.C. • _.AL— — • • • • • • �� JW 17+00.00 m ct m U U Z a 0 EMMET WAY FUTURE W OT � 4 TT ORS q7F o o R No. 15308 z' 4 Fxp 3/31/93 FOR PHASE "B " CONSTRUCTION o■ �l ;�01 CD a � Q t a N p W (s co M \.. ..... .... . ...... . a0 W t I ��FEN � N �� TYp� � G22 �Y� • o� • W W h � M • O a .� ti N BASELINE 0 � M ASE „B,. • � , WOR AREA PH -- NZ w y W _zW J =• i- W --� Q LU 25' O.G. Q Q wa SCALE: I"=40' - ti W co 0 �. `. t l 25� O C 1 tf Zw 4i / W� Z lrJ z N M Q W- J a BASELINEA y W �. a r SCALE: I"=40' �J �. `. 25� O C 1 Zw • • • O• CQ • U w Q W- N �. a aNuia X1- 4i aW w W 3U. = O F - h x � Z W WZ aZj t FR'4tilA OLD BASELINE ROAD i a LL O 150' TRANSITION • � F- �w W • Z� C� a W ! W O D 3LL _ O � � O Q z W N Q Z 0 Z W EAST AVENUE o h O I O C Is W r � T Q. ROAD cre/c 17F 100' TAN Clio • • C22 25'O.C.--T • �• • • i 37+55.75 GOD �rF C14 /C17B ly"a FOR PHASE "B" CONSTRUCTION �c e�-- T0R o o ?. No 15308 Z Exp _3/31/93! • • 100' OPEN -1 cre 550, " C20 Cre PLACE SIGNS IN MEDIAN OR ON APPROACH CURB SIDE 11 OX/O 11croR SCIIED 41Z E .4 WG CIRCO/T LIZLI�114\-j SIG/V,4L. MOUNT/NG PED Cl/15#BUTTON W-2 Q 0/4 to /FG'TL1RE (0/) 3 3 3 1 G !� PED Phi 45E 3 q #4 / 0 3 2 2- 5-3 (Fur. ) 5 FUTURE Sv-/ UM FUTURE 05 - 3 - 3 3 0(0 - - 3 3 3 04 /FU7z/2E 07) 3 3 - 3 3 08 /FUTURE) - - 3 3 3 01?P FUTUMPE SV -1-11M 5 Oro 07 04P 2 Z 2 4 4 0610 _ _ 2 2 2 04P/FU7URE 08P) 4 Ea s l 9'— O 29-5-80 30' S0' /5' 200 04 PPB 2"W45 SP /-CS 4 Eas f 9' 06 PPB V/Ctorro oork 200 O /A /0' — — — Tv / — SP-/- CS & PPB Common SPa�es 3 3 3 6 6 6l7-&5' ■ /5' 200 SV -/-UN/ FUT 2 MAS SP --/-CS 6 50Z11h 9' ZS' ease L/rne �oAo /2<iGYJ O /A /O' — — — 7-V-2- T — SP-/- CS 8 GUSSf 9" 2 -15 TOTAL /9 28 /9 50 50 # /2 ///411n Sf Name 15/9/7 2 2 2 2 — #/D S/9/7a/ Common / / / 2 2 L Um/na/ie 2 2 2 2— 7-0T,4L 3 3 3 4 2 L 00p DET C, 4, TYPE C 0 / /FU,7JMQE) 02 03 /FUTURE) _ 2 - 2 2 04 - - 2 2 2 05 2 2 - 2 2 06 - - - - 2 04lFU7Z/RE af7) / 08 /FL/77JRE) - - 3 3 3 TOTAL 4. ro ro /2 /G ----------------- - C'ondv/f Size 2" 2%2 2" 23" ?- NOTES rV/S SyEET /yz"r/-OcC 2" C, 5 -DL C 11,1S7,W Z Tf/iQf' .III -,QF /20/2-00 SE.PV/CE !t//T!/ T�/E FGCL OIIIA14 FE�4TevP6,5 : /. �fETERE4�J C/.Q�'U/T !t//T�/ SO ,4/�P U�f/r�IETE. A C/ACU/T &//T.;/ 30 .4,1� ,8.��.4.�1E� 1`ST• :K -C7 3. i4PE:C/. FOS S7i4:;eE7 e144173' /r(/STweee 0 /if/ UT/L/TY e'O. �EQIU/.4Eti1EiC/T,S: D2 IXITT.4« i!/e/W TSooE 97 CCW71-r�LfE.Q /,</ 4 TSIXL-- '�;O ~ e%&1,rf/E'T Gal/ .4 C4SE -,3 FQJi-1,0471-W x,4.0 (SEE- Ot5 4/L S//EET). CONTQOGL EQ 4 S5EAX'6ZV Sy,4ZZ /NCL�/OE E�YIE�PGENiVT. 3O AT POLE LOC.4T/ON (/�, 3O� OO �' OO INSTALL E.VP. SENSO,P UN/T ON TDP Q� S/GN�7L </EAO (SEE SPEC/AL P,PO!/�S/ON.�'), r I� /R/T) I 4Z' 4Z' /8' a/ O -C, 5.0,!C CO/G C4,6CES FCLQ FC/Tl/1PE 03&' 08 L00P5 1-7 LkE /%2'rC. /-OLC EX/ST. SCE 56,90M .00A1r/11,4.1/D1A9CE) 2 "C, 2 #8 z"C, 2-010-w/2 //L�U.xr. S/G(1) � SSE 01A G R4NI SENSOR UN/ T G -POU. A GPOUP B SIG/V,4L. MOUNT/NG PED Cl/15#BUTTON W-2 2 � 4 #,2 2 f/E/GfYT -N-4 2 VEN # 3 PED Phi 45E 2 q #4 / 2-s 3 rFur) 2 2- 5-3 (Fur. ) 5 FUTURE Sv-/ UM FUTURE + i 0 � / 02 03 04 2 /A /0' t � #8 / 3-S-8 (FUT.) 2 2 � / 3-,f - 6 2 '� /9-4-80 30' 30, FUTU�PE FUTUMPE SV -1-11M 5 Oro 07 08 Aftvsoll? 5C#4f400yz4f SENSOR UN/ T C114N/VEL DE TEC TOR SIG/V,4L. MOUNT/NG PED Cl/15#BUTTON W-2 2 /-E-lam #,2 2 f/E/GfYT -N-4 2 VEN # 3 PED Phi 45E 2 q #4 / 2-s 3 rFur) 2 2- 5-3 (Fur. ) 5 200 Sv-/ UM 2 3 /V - 4/FUT. /-N 0 � / 2-W-2 2.5' VrctorIo Pork 300 2 /A /0' — — #8 / 3-S-8 (FUT.) 2 2 ;# 9 / 3-,f - 6 2 3-W-2 OOL E SCMEDUZE POLE 047A S/GNAL MA A60.540 VAP SIG/V,4L. MOUNT/NG PED Cl/15#BUTTON POLE LOC,47/0N /5rV5 SEE DETA/L S,aEET G 51:67C/QL Pi?OV/5/ON5> NO TYPE f/E/GfYT AW.4 &4477TS VEN MA PED Phi 45E PDL E QU,40 q B 1 2ro- 4-80 30' 45' /5 ' 200 Sv-/ UM 2 -4 -IAS SP -/-CS 8 W257,L 9' 2.5' VrctorIo Pork 300 2 /A /0' — — — T v-/ — SP -/-CS 2 11/0,-//7 9' P. S' 3 /9-4-80 30' 30, /5' 200 SV -1-11M M45 5P -1-C-5 2 A.101-1179' 2.�' Bose L/ne ,2040 /2500 O /A /O' — — — TV- Z -T — SP-/- CS 4 Ea s l 9'— O 29-5-80 30' S0' /5' 200 SV / UM 2"W45 SP /-CS 4 Eas f 9' 25 ` V/Ctorro oork 200 O /A /0' — — — Tv / — SP-/- CS & SOUfh 9' 7 26-4-80 30' 6l7-&5' ■ /5' 200 SV -/-UN/ FUT 2 MAS SP --/-CS 6 50Z11h 9' ZS' ease L/rne �oAo /2<iGYJ O /A /O' — — — 7-V-2- T — SP-/- CS 8 GUSSf 9" 2 -15 — V I- -= '45 /VU7ep ■ PROVIDE 114R/ZONT4L ARM FOR /.SNS SEE SPEC/AL PROVISIONS. PREPARED UNDER THE SUPERVISION OF DATE HILBERT WILLIAM DICKSON, R.C.E. NO. 19417 T rman mmel and Associates TRAFFIC ENGINES RING CONSUL 7AN1S EVp 3661 SPRUCE STREET • NEWPORT BEACH. CALIFORNIA 926W (714) 852-8616 • FAX (714) 852-8857 700550 * 5EEE CALTRANS 5T0. J& OF 40 0 �R�fESSlp;q� UNDERGROUND STRUCTURES f ALL LINDMIROUND UTILMES OR STRUCTURES REPORTED BY THE OMER OR OTHERS A.14074M SHOWN ON THE CY)s No. 19417 3 � � RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THEON4$RBYACCEPTINO * r-09-30-93 THESE PLANS OR PROCEEDING W(TH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OFLINDERGROUJDUTLITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED. NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE tI} 101 It C��! CONTRACTOR IS REOUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND Al.'Y OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. R SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK PREPARED UNDER THE SUPERVISION OF DATE HILBERT WILLIAM DICKSON, R.C.E. NO. 19417 T rman mmel and Associates TRAFFIC ENGINES RING CONSUL 7AN1S EVp 3661 SPRUCE STREET • NEWPORT BEACH. CALIFORNIA 926W (714) 852-8616 • FAX (714) 852-8857 700550 * 5EEE CALTRANS 5T0. J& OF 40 0 COA10 ZICrOR SC/A ED 4 z E AWG CIRC U/ T Q Q Q SCALE Q 0/4 # 3 02 3 2 4 #4 / 03 - - 3 3 3 04 - 3 - 3 3 A5 3 3 3 (, 08 06 - - 2 3 3 07 .3 3 - 3 3 08 - - 3 3 3 02P 2 2 - 2 2 04P - 2 - 2 2 06P _ _ 2 2 2 08P Z 2 2 4 4 250 SV-/-Zlln 3 -MAS SP -I -CS 8 41a s t m4 PPB 2.5' E ti uian da AVE 06 PPB 00 O PP6 C0/77177017 / / / 2 2 Spares 3 3 3 6 6 JOH48 OVERLAP .4,f• VW5 2 2 0 4 /5' 95o 51/-/-0/!? -1Wi45 -5P-1-CS 2 A/Orth 9' 2.5' Base Gin¢ ROA 09 7074E 121130 24 51 5/ 3,920 ftw E!/P / 2 14 4 # /2 ///Urn S/ Name 519 0 2 2 2 - - - S1g/7aI Common / / / 2 2 TO T4 L 3 3 3 Z Z L 06p DET C,4B4 E TYPE C 0/ - - 2 2 2 02 -- 3 - 3 121 03 2 2 - 2 2 04 - - - 2 05 r i - l / 06 - - 3 3 3 07 - - 7Y -2-T - 08 2 2 so vY A 2 Z TOT4L 4 E 5- /3 /(o #6, S;gna/ Serrr/ce - - 2 2 2 CO/7du; / s;ze 2`Zr�u 2 2 3" 2 3- OETA/L 'A " i -c �- p If - I/I—L— NOTES 7e"4113 SAEET 0 E]1A45rXL L TYPE Ill -BF /ZO/Z40SIE, v1rcf U117,Y TA6F f OLL0A11N4G FE•4TURE5: I MC7ERE0 C'/RC'U/T u//711 50 .4MP�BRE.4KER r516A/.4LS) e' /S.41WP BREAKMA? (/.5. V S.) 2. vNIMACRED CIRCUIT Gl//TH 30 ,4NR BREAKER (STREET L /GNTS) . a P, ; U, FDR STREET L /6117,5 INSTAL LED /N CAGB/NET . PER UT/LIT r co. REQU/R EMENTS (FACE P E. U. allA/DOdl ./WX Y FROM ONCD/M/G 11FA0L/6WTS). EINSTALL Alsww ryRw 90 CONTROLLER /N .4 TYPE �P'C�/B/NET DN A CASE 3 /r0th DAT/ON 9' /SAD (SEE 01FTA/L SMFET). D47- ROLE" LO,-fT7OyV5/O,3O, O O7 IN5TAtLL E, V ct SFN50,12 UN/T ON TOP O," SA,:M1WL O/EAO 45EE SPECIAL )C300!//.5/0/1 /S) . / %z~C, /-'0L C / /C L .v T L/L.t. 40' PP's ✓?/9/9 - INSTALL TYPE N ~ SEP!//CE R15rP 2 "C, PULL ROPE /CON91/C70R5 BV Eoisow CO) 7L/GHT/Nrs) c e*012 (/is.N.S) -1% "C, 4 -DLC ,OETA/L "A" /%"C, /-DLC UNDERGROUND STRUCTURES ALL UNXRGRO=UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAM INED ARE INDICATED WITH THEIR APP ROXIV ATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH NPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLX; RECORDS EXAMINED- THE CONTRACTOR IS REO'JIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK - I—MeOC7 I -DL C AqWSE 401A GRW A4 m� SENSOR UNIT G.POUP A GlPOUP B S/G N.4L /NOU/VT/NG 10' SCALE I S NS 1"• I—MeOC7 I -DL C AqWSE 401A GRW A4 m� SENSOR UNIT G.POUP A GlPOUP B S/G N.4L /NOU/VT/NG PED PU,5hl BUTTON POLE L OCAT/ON I S NS W G # 3 2 4 #4 / • ----� 2 2-5-8 /L!A G!/.9TTS I/E�-I 2 / - A/- 7 Rh/45E POLE QU.40 A 2 /- W-5 I 5 0(� 1 07 1 08 ern.- .r /w R�, SFAISOR SCM60ZIZE m� SENSOR UNIT C114N/VEL DE TEC TOR S/G N.4L /NOU/VT/NG PED PU,5hl BUTTON POLE L OCAT/ON I S NS W G # 3 2 #4 / 2-5-3 2 2-5-8 /L!A G!/.9TTS I/E�-I 2 / - A/- 7 Rh/45E POLE QU.40 A 2 /- W-5 I /9 -4 -BOA 30' 25' /5' # 8 / 3- E - 6 2 3-W-2 e POZ E 5C/A EDULE POZ- E 0,4 TA 516,414Z 0-Y,050,0 V*0 S/G N.4L /NOU/VT/NG PED PU,5hl BUTTON POLE L OCAT/ON I S NS NO TYPE f/E/GyT /YIA /L!A G!/.9TTS I/E�-I MA PED Rh/45E POLE QU.40 A B I /9 -4 -BOA 30' 25' /5' 250 SV-/-ZIIW 2-4MS SP -/-CS !o SOU),h 9" 2.5� Bepse Cine POAZ? /z 2 /A /0 ` - - - TV 2 -T - SP-/- CS 8 GIPS 74- 9' 3 28- 5-80 30' 5.0' /5' 250 SV-/-Zlln 3 -MAS SP -I -CS 8 41a s t 9' 2.5' E ti uian da AVE 00 O /A /O' - - - TY -2-T _73 5P /-f5 2 Nor/h 9' 211, O 24-4-80 30' 35' /5' 95o 51/-/-0/!? -1Wi45 -5P-1-CS 2 A/Orth 9' 2.5' Base Gin¢ ROA 09 /2 oo O /A /O' - - - TY -2- T - P -/-CS 4 Ergs t 9 2. S' 7 -80 28-5 3d SO' ' /S50 2 U/M -/- 3-MAS SP -/-CS 4- Eons t 9 ` Z• S' Etiwanda AVE X200 @) /A /of -- - - 7Y -2-T - SP-/-cs to so vY A 9' 2.5' • 'P"' DISTANCE s t5' • "f" D►5T-A►JCE = 12' PREPARED UNDER THE SUPERVISION OF ffW6� ��ATE 10 -Z -f' B 9 HILBERT WILLIAM DICKSON, R.C.E. NO. 19417 T rman mmel and Associates TFTAFf IC ENGINFF FTING CONSULTANTS 3661 SPRUCE STREET • NEWPORT BEACH. CALIFORNIA 92W 1 (714) 852-8616 • FAX (714) 852-8857 700550 * SEE GALT5?-�5 !�-FrO. E6 -5C 37 Of 40 nPRFRAL NOTES %FNrRAL _ T 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE AND STANDARD SPECIFICATIONS DATED JANUARY, 1988, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. THE SPECIAL PROVISIONS. PASE 1 7. VEHICLE INDICATIONS SHALL BE 12, PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL • "P" CAB. OF DOUBLE YELLOW LINE 2. TRAFFIC SIGNS, STRIPES, MARKERS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFI - EXCEPT AS SHOWN. SECTION is CATIONS, TRAFFIC MANUAL. MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. CONFORM OR MEDIAN CURB FACE-,, PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. S. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS • _ ___ - _ -__: ____ -(ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER "P" CAB: -� S " LEFT TURN LANE 3. PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL SIDEWALK_ 30' 15'10• WORKS CONSTRUCTION. 1988 EDITION. IN ADVANCE OF NEED. SEE SERVICE WIRING DETAIL HEREON. • � 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL 'LAN SECTIONCD o CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED 8"WHITE TURNING LANE LINE 'O SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY FOR THE INTENDED OPERATION. COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- THRU LANE 'POI Q STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTILITY COMPANIES PHONE NUMBERS 2' I _j SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE -j UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA EDISON CO. 10, iv v ARE NOT SHOWN ON THESE PLANS. (CONTACT MIKE BEARD) 714) 947-8227 ASE : SOUTHERN CALIFORNIA GAS CO. 800 422-4133 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR GENERAL TELEPHONE CO. 800 422-4133 "p" TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR PACTEL 800 422-4133 SECTION CAB 4" LANE LINE LAYOUT. = CUCAMONGA COUNTY WATER DISTRICT 17141 987-2591 UNDERGROUND SERVICE ALERT (800) 422-4133 THRU LANE (WATER AND SEWER SIDEWALK ` " W s. s Z "P" CAB: -0- b SIDEWALK w � PLAN SECTION J . � o 4 LANE LINE OR 8" ;,� < O TURNING LANE LINE 3 w j ­CURB _ EXIST. C ac G N I THRU OR RIGHT 10' ;� o E.C.R. `�� TURN LANE `O * v "P" CAB. ► "P". N JL ST SECTION 5' 2' —C W q- ° 16i�i" 8"U C- 6"LC CABix j SIDEWALK 'r t TOP OF CURB FACE 1 Q 4" oc, Lh • `wBw j';-"B7.j 0 0 a_ VARIESIL - +I O �V 'LAN SECTION U m TYPE •P• CARIT FOUNDATION . K DATION AND LOOP DETECTOR PLAC NT POLE LOCATION CODE I.S.N.S. LEOFRD DETAIL _ _ - PAD DETAIL. REFER TO PLAN FOR DISTANCE (EXACT LOCATION BY ENGINEER IN THE FIELD) -- TO ADVANCE DETECTORS PEU La� PLANS FOR THE COF TO 120 V SERVICE '\'CZ (2 II 2)r.SIGNAE"wYLS AMD SAF TO I.S.N.S. (2 #12) AT TEST SWITCH mi CONTACTOR BASE LIVE ROAD AMD VICTORIA PARK LANE TYPE ill PHOTOELECTRIC CONTROL W1111,11F"Q DIA RAM BASE LINE ROAD AND ETIWANDA AVENUE 125 AMP METER P.E.U. SAFETY SOCKET ,--SOCKET TEST VICINPITY MAP SHEET INDEX BLOCKS I.�--REMOVE-NO SUMMIT AVE. No. REVISION APPR. DATE REMOVE I CONNECTION > W `i t 0 0 CUCAMONGA CONNEC HIGHLAND a a AVE. , CITY 017 I CONNECT —J Traffic Signal Plan .�.����� SIORML PLAN r a Base Line Road at Victoria Park Lane --- --- IC PARK z VICTORI /_/4w '< 2. Traffic Signal Plan BASE LINE RD. AT VICTORIA PARK LN. & ---��-- -fes----fly- --� 3 ETIWANDA AVE. REMOVE -NO x > m W Base Line Road at Etiwanda Avenue CONNECTION 30 AM a BASE LINE ROAD 3. Title Sheet 50 AMP. GENERAL INFORMATION AND DETAILS �A N •B SHEET I I/O EQUIP. UNMETERED Uzi SHEET 2 DATE _ I/0 SERV. MILLER AVE. APF ROVED BY – 15 A P. GROUND CITY ENGINEER ( '�L1- R.C.E. N0.?2397 GROUND NTS DESIGN RE 0 MENDED Ul TO I.S.N.S: TO TRAFFIC TO FOOTHILL BLVD. �..�_ PHOTO ELECT. SIGNAL CONTROLLER LUMINAIRES J.T.H. - CONTROL DRAWN SHEET F1PwE W�� ARROW RTE. J L A 3 OF__3__ CHECK DRAWING N0. 1357-5 38F 9 D 0