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HomeMy WebLinkAbout5144-31275 p p _ s O N r 11 N 1[ I ' oo CSL N g ~ PROPOSED TC 00 o o 104 O `" .� 00 o 52' SOUTH OF I I v N + +^ f N N W� I • N BBEAK ui N� Wj S' LY TC } _ ell _ O N lL O N N o p oz CURB i EXISTING FINISH SURFACE o � 10.00 N o + ^ O AT CENTERLINE + N 4 v Co ^ N (in p I � .Zj O�^N O O W loo p ; oLT C> ^ .4- - +C) 1275 ' op -F N vv P-. N ♦ � vv n 3 co U CF R/W MODIFICATION: _ SAW -CUT N C4 THE IUS OF STD. PLAN 1002 HAS 8' BEENR IN0 10.00) AS SHOWN TO I PROVIDE FOR BETTER ACCESS. 4' 4' coI T SLOPE 1/4' PER FT. — — — — — —LEVEt-UNE- I1 �`� 2i%TYP s SECTION A -A: �IU \ ANY EXISTING IMPROVEMENTS DAMAGED SHALL BE REMOVED AND REPLACED I ' oo C`BER m o g ~ PROPOSED TC 00 o o 104 O `" .� 00 o 52' SOUTH OF I +^ Co v N + +^ N N 1275 I • N BBEAK ui N� S' LY TC - - _ ell _ Im C`BER m - 0' CF ^ ^ 01 00 o I CD co co t t I ^ N Im C`BER m - 0' CF ^ ^ 01 00 o \ 0~ 000 CD co co co O+ ,'�, EXISTING GRADE 0 SAW -CUT LINE + ^ N v N r, N 24' SOUTH OF C/L N N N • BBEAK ui CD O . I ell O N lL O N N o p o CURB i EXISTING FINISH SURFACE o � 10.00 N o + ^ 8' CF AT CENTERLINE + N 4 v Co ^ N (in p W � .Zj Ov O Nco U a? a 0 �� Zw+ • cc) + RE&JOVE ANY EXISTING CURB/GUTTER AND SIDEWALK WITHIN THIS AREA co U CF R/W MODIFICATION: C4 THE IUS OF STD. PLAN 1002 HAS 8' BEENR IN0 10.00) AS SHOWN TO PROVIDE FOR BETTER ACCESS. Im C`BER m - 0' CF ^ ^ 01 00 o \ 0~ 000 CD co co co O+ ,'�, EXISTING GRADE 0 SAW -CUT LINE + ^ N v N r, N 24' SOUTH OF C/L N N N • BBEAK ui 04 . I PROPOSED PROFILE SCALE: HORIZ. - 1" = 40' VERT.- i" =49 SAW -Cul i I ,N,^ - rW ^+ C14 v � I -- - -- - - - 1275 \ S' LY TC \ t I } } A 26.00' APPROACH WIDTH WARP 5' WIDE SIDEWALK (n j WARP 5' WIDE SIDEWALK TO MATCH TOP OF w TO MATCH TOP OF CURB AND G.B. LINESCURB AND G.B. LINES >QW Z O O Z Im C`BER m - 0' CF 5pA U U m 0 0 0 � \ 0~ 000 01 On N O �p + O+ M N N Co OLci r N04 r, N N N • PROFILE SCALE: HORIZ. - 1" = 40' VERT.- i" =49 SAW -Cul i I ,N,^ - rW ^+ C14 v � I -- - -- - - - 1275 \ S' LY TC \ t I } } A 26.00' APPROACH WIDTH WARP 5' WIDE SIDEWALK (n j WARP 5' WIDE SIDEWALK TO MATCH TOP OF w TO MATCH TOP OF CURB AND G.B. LINESCURB AND G.B. LINES >QW Z O O Z STA. 15+01,%1-713 FOOTHILL AVENUE MODIFICA77ONS TO CITY OF FONTANA STD. PLAN 1002 NOT TO SCALE I .J coNSTRUCl1QN NOTES O SAW -CUT AND REMOVE EXISTING AC PAVEMENT. -- - - - --- - 2 REMOVE EXISTING WATER METER (BY FONTANA WATER COMPANY) .; 20+00 21+00 22+00 23+00 24+00 25+00 26+00 O 3 PROTECT EXISTING SIGN IN PLACE. 4o REMOVE EXISTING CHAIN LINK FENCE. ---" y O PROTECT EXISTING TREE IN PLACE. W PROTECT EXISTING WATER METER IN PLACE. W -- - -- - - 7 EXISTING POWER POLE TO BE UNDERGROUND OR RELOCATED BY OTHERS ( ) 0 0 C> o r Loc.�}. ` - v _ - - - 8 CONSTRUCT 8 CURB GUTTER PER FONTANA STD. PLAN N0. 1000. CD - = - - - �y� ♦ >-g - - — - _ O CONSTRUCT 8 ASPHALT BERM. lit _- EXIST — - - - - _ - - . - -� to w�3 — - - 10 �- _ - - - _ CONSTRUCT MODIFIED CURB RETURN ACCESS RAMP PER FONTANA STD. PLAN. N0. 1004. - _ - 0 i - _ o r - _ _ INCLUDE 36 DEEP "YELLOW DETECTABLE WARNING TRUNCATED DOMES AT BASE OF RAMP. O - i _ o -- - - - ~� CONSTRUCT STD. CU B R RN ACCESS RAMP PER ONTANA STD. PLAN. NO. 1003. �, 11 C S - _ _ - o 5 _ - _ - = - - _- - -- -- _ % ; . _ �- o _ • . _ _ - INCLUDE 36 DEEPLLOW DETECTABLE WARNING +TRUNCATED DOMES AT BASE OF RAMP. CONSTRUCT 6 WIDE 4 P.C.C. SIDEWALK PER FONTANA STD. PLAN N0. 1006. O.L 21+00 22+00 -_23+00 - _ 24+00 _ _25+00 26+00 o(o _ _ - - -:- _-- - --�- - `-_ ` - - - - - , - _--- - -- - - --_= 13 CONSTRUCT COMMERCIAL DRIVEWAY PER FONTANA STD. PLAN N0. 10029 - z _ • - - - - - - - - AS MODIFIED PER DETAIL ON SHEET 3. 16 - - w 1276.59 - - 16 1277.21 TB O 1274.03 1274.60 '- - 1275.33 ` .r _ _ - PROP - _ _ 1; �„ - - 1277.04 TC Y - GINSTALL TRAFFIC SIGNAL PER SEPARATE PLAN. �•, - 20 JOIN FS -15 _ 1276.54 FS W JOIN FS `�_'. Y 1 JOIN FS JOIN FS - SAW -CUT LINE 1276.59 FP ` v ` - 0 W -' -==- ' ` 15 CONSTRUCT _ AC OVER _ CAB MINIMUM, OVER NATIVE MATERIAL -�- _ _ _ _ _ _ _ _ _ - - - _ - - - - COMPACTED TO 95% (SEE GENERAL NOTE NO. 32.) - - - - - - - - - - 1 _ 9 -- _ 16 GRIND do OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH .12' O 8 1 20 (WIDTH PER PLAN/SEE DETAIL SHEET 1). N 1273.41 -15 1273.91 _ - — �, K? c� -- = 17 EXISTING FIRE HYDRANT TO BE REMOVED (BY FONTANA WATER COMPANY) _. Z - - o 18 EXISTING STREET LIGHT TO BE REMOVED (BY SCE FORCES) - tG N J _N ! t pW ^ - Lo 0 0 C _ o 1275.45 - _ - �' N r � _j C4 a, 4 -" o c� o �•' v N = Cl 12 0 0�--�. N o ,- x 3 FS BW "� Q, -^ 3 3 12 0 •,� _,,, N N =_ o �' , i ,� a 4 _ 19 PROPOSED STREET LIGHT PER SEPARATE PLAN. - - iCj - cG 3 CC = N V _ x• N ~ - �. - � m� N NO� W ! _ - N �U N~ N NN 0~'pliOWco + �3 - _ +WT W .O p� I D_ n N -♦ O ♦ _ (n N O J 1� - ♦ J Q 0_ • O I o+ o N a m ``_. N N x_ . N _ x . 'RWt;j + C) N,�N v� ,r,'v�i c� o c� 3 ' 20 EXISTING WATER VALVE TO BE ADJUSTED TO GRADE (BY FONTANA WATER COMPANY). 04 CL N� +� NX N� QW QW QW Nrrn jN�� •� �yX - �� N 3 + _ Q N m ` �� Q 4J CV V ♦ N Q_ . Q W p Q .- _ . , , Q X N o a = W - `� `, N 21 PROPOSED FIRE HYDRANT (BY FONTANA WATER COMPANY). U c~n Qx� Q ! -♦ 7 �'� _ a 4 21 2 N U 4 18 22 REMOVE EXISTING WALL COMPLETE 23 17 - a x Q G ,11�/j_ 19 4 23 REMOVE/ RELOCATE EXISTING BILLBOARD SIGN COMPLETE- REMOVE OMPLETE REMOVE EXISTING GAS METER. REMOVE EXISTING CMP OUTLET (SEE PUBLIC STORM DRAIN PLANS). PA D 26 REMOVE EXISTING GRATED INLET (SEE PUBLIC STORM DRAIN PLANS). b&XZXXA- REMOVE EXISTING AC PAVEMENT 27 REMOVE EXISTING TREE - CONSTRUCT NEW O(DTH I VDW 28 PROTECT EXISTING C.L. FENCE IN PLACE ASPHALT PAVEMENT - CONSTRUCT NEW 29 REMOVE EXISTING TRAFFIC SIGN. PCC SIDEWALK 30 REMOVE EXISTING FIRE HYDRANT IN PLACE. CONSTRUCT NEW 0 20 40 80 120 PCC DRIVEWAY 31 ADJUST EXIST. MANHOLE TO GRADE -GRIND AND OVERLAY 32 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. 403. SCALE:1 "=40' MAILIM 8-360368681 A SHOULD CONSTRUCTION OF THE REQUIRED pjp Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA _- IMPROVEMENTS NOT COMMENCE WITHIN TWO ��� �,FZD S�. Fyc Thieves Engineering,117C. STREET IMPROVEMENT PLAN -= -- - y CML ENG/NEER/NG • UWD SMVEKNG YEARS OF THE DATE OF APPROVAL SHOWN HEREON 14349 RRESTONE BOULEVARD DRAWN BY: Sca_E: x ��i/,i Ci`fO N14 92��.� IuISR FOOTHILL BOULEVARD AS SHOWN DIAL- TWO WORKING AND CARRIED FORTH IN A DILIGENT MANNER THE * R.C.E. NO. 56155 BEFORE DAYS BEFORE ' °ES"ED BY: �� PROFILE DATE: You DIG CITY ENGINEER MAY REQUIRE REVISIONS TO THE Jq gyp' 12-31-14 MSR YOU DIG _ �, c , STA. 20+00.00 M STA. 25+11.60 Tall FREE - 1-800-227-2600 PLANS TO BRING THEM INTO CONFORMANCE WITH F 0 ��OQ` Date M 11di CHECKED BY: APP VED BY; DRAWING NO.: 3 g A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT F C A�- DATE: STE EL RCE NO. 56155 514REV. REVISION DESCRIPTION DATE ENGR. aTY DATE STAN DARDS I N EFFECT./REINHARDRCS �Z�I�Y GIN 11 2 3 s y 0 E a M -, o Sqp• 0' CF 0' CF 5pA o � _ ADA PA F TRAVEL N o to • BBEAK ui 04 . CURB LO' ao• � FLOW � C UNE 000 0• CURB i 10.00 8' CF Ro W O m _ (in p W � .Zj Ov m z U a? a 0 �� Zw+ cc) + RE&JOVE ANY EXISTING CURB/GUTTER AND SIDEWALK WITHIN THIS AREA z O U CF R/W MODIFICATION: THE IUS OF STD. PLAN 1002 HAS 8' BEENR IN0 10.00) AS SHOWN TO PROVIDE FOR BETTER ACCESS. 4' 4' R=VARIES SLOPE 1/4' PER FT. — — — — — —LEVEt-UNE- 1• CF �`� 2i%TYP SECTION A -A: NOTE: 1. ANY EXISTING IMPROVEMENTS DAMAGED SHALL BE REMOVED AND REPLACED AS APPROVED BY THE CITY ENGINEER. DETAIL OF DRIVEWAY AT STA. 15+01,%1-713 FOOTHILL AVENUE MODIFICA77ONS TO CITY OF FONTANA STD. PLAN 1002 NOT TO SCALE I .J coNSTRUCl1QN NOTES O SAW -CUT AND REMOVE EXISTING AC PAVEMENT. -- - - - --- - 2 REMOVE EXISTING WATER METER (BY FONTANA WATER COMPANY) .; 20+00 21+00 22+00 23+00 24+00 25+00 26+00 O 3 PROTECT EXISTING SIGN IN PLACE. 4o REMOVE EXISTING CHAIN LINK FENCE. ---" y O PROTECT EXISTING TREE IN PLACE. W PROTECT EXISTING WATER METER IN PLACE. W -- - -- - - 7 EXISTING POWER POLE TO BE UNDERGROUND OR RELOCATED BY OTHERS ( ) 0 0 C> o r Loc.�}. ` - v _ - - - 8 CONSTRUCT 8 CURB GUTTER PER FONTANA STD. PLAN N0. 1000. CD - = - - - �y� ♦ >-g - - — - _ O CONSTRUCT 8 ASPHALT BERM. lit _- EXIST — - - - - _ - - . - -� to w�3 — - - 10 �- _ - - - _ CONSTRUCT MODIFIED CURB RETURN ACCESS RAMP PER FONTANA STD. PLAN. N0. 1004. - _ - 0 i - _ o r - _ _ INCLUDE 36 DEEP "YELLOW DETECTABLE WARNING TRUNCATED DOMES AT BASE OF RAMP. O - i _ o -- - - - ~� CONSTRUCT STD. CU B R RN ACCESS RAMP PER ONTANA STD. PLAN. NO. 1003. �, 11 C S - _ _ - o 5 _ - _ - = - - _- - -- -- _ % ; . _ �- o _ • . _ _ - INCLUDE 36 DEEPLLOW DETECTABLE WARNING +TRUNCATED DOMES AT BASE OF RAMP. CONSTRUCT 6 WIDE 4 P.C.C. SIDEWALK PER FONTANA STD. PLAN N0. 1006. O.L 21+00 22+00 -_23+00 - _ 24+00 _ _25+00 26+00 o(o _ _ - - -:- _-- - --�- - `-_ ` - - - - - , - _--- - -- - - --_= 13 CONSTRUCT COMMERCIAL DRIVEWAY PER FONTANA STD. PLAN N0. 10029 - z _ • - - - - - - - - AS MODIFIED PER DETAIL ON SHEET 3. 16 - - w 1276.59 - - 16 1277.21 TB O 1274.03 1274.60 '- - 1275.33 ` .r _ _ - PROP - _ _ 1; �„ - - 1277.04 TC Y - GINSTALL TRAFFIC SIGNAL PER SEPARATE PLAN. �•, - 20 JOIN FS -15 _ 1276.54 FS W JOIN FS `�_'. Y 1 JOIN FS JOIN FS - SAW -CUT LINE 1276.59 FP ` v ` - 0 W -' -==- ' ` 15 CONSTRUCT _ AC OVER _ CAB MINIMUM, OVER NATIVE MATERIAL -�- _ _ _ _ _ _ _ _ _ - - - _ - - - - COMPACTED TO 95% (SEE GENERAL NOTE NO. 32.) - - - - - - - - - - 1 _ 9 -- _ 16 GRIND do OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH .12' O 8 1 20 (WIDTH PER PLAN/SEE DETAIL SHEET 1). N 1273.41 -15 1273.91 _ - — �, K? c� -- = 17 EXISTING FIRE HYDRANT TO BE REMOVED (BY FONTANA WATER COMPANY) _. Z - - o 18 EXISTING STREET LIGHT TO BE REMOVED (BY SCE FORCES) - tG N J _N ! t pW ^ - Lo 0 0 C _ o 1275.45 - _ - �' N r � _j C4 a, 4 -" o c� o �•' v N = Cl 12 0 0�--�. N o ,- x 3 FS BW "� Q, -^ 3 3 12 0 •,� _,,, N N =_ o �' , i ,� a 4 _ 19 PROPOSED STREET LIGHT PER SEPARATE PLAN. - - iCj - cG 3 CC = N V _ x• N ~ - �. - � m� N NO� W ! _ - N �U N~ N NN 0~'pliOWco + �3 - _ +WT W .O p� I D_ n N -♦ O ♦ _ (n N O J 1� - ♦ J Q 0_ • O I o+ o N a m ``_. N N x_ . N _ x . 'RWt;j + C) N,�N v� ,r,'v�i c� o c� 3 ' 20 EXISTING WATER VALVE TO BE ADJUSTED TO GRADE (BY FONTANA WATER COMPANY). 04 CL N� +� NX N� QW QW QW Nrrn jN�� •� �yX - �� N 3 + _ Q N m ` �� Q 4J CV V ♦ N Q_ . Q W p Q .- _ . , , Q X N o a = W - `� `, N 21 PROPOSED FIRE HYDRANT (BY FONTANA WATER COMPANY). U c~n Qx� Q ! -♦ 7 �'� _ a 4 21 2 N U 4 18 22 REMOVE EXISTING WALL COMPLETE 23 17 - a x Q G ,11�/j_ 19 4 23 REMOVE/ RELOCATE EXISTING BILLBOARD SIGN COMPLETE- REMOVE OMPLETE REMOVE EXISTING GAS METER. REMOVE EXISTING CMP OUTLET (SEE PUBLIC STORM DRAIN PLANS). PA D 26 REMOVE EXISTING GRATED INLET (SEE PUBLIC STORM DRAIN PLANS). b&XZXXA- REMOVE EXISTING AC PAVEMENT 27 REMOVE EXISTING TREE - CONSTRUCT NEW O(DTH I VDW 28 PROTECT EXISTING C.L. FENCE IN PLACE ASPHALT PAVEMENT - CONSTRUCT NEW 29 REMOVE EXISTING TRAFFIC SIGN. PCC SIDEWALK 30 REMOVE EXISTING FIRE HYDRANT IN PLACE. CONSTRUCT NEW 0 20 40 80 120 PCC DRIVEWAY 31 ADJUST EXIST. MANHOLE TO GRADE -GRIND AND OVERLAY 32 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. 403. SCALE:1 "=40' MAILIM 8-360368681 A SHOULD CONSTRUCTION OF THE REQUIRED pjp Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA _- IMPROVEMENTS NOT COMMENCE WITHIN TWO ��� �,FZD S�. Fyc Thieves Engineering,117C. STREET IMPROVEMENT PLAN -= -- - y CML ENG/NEER/NG • UWD SMVEKNG YEARS OF THE DATE OF APPROVAL SHOWN HEREON 14349 RRESTONE BOULEVARD DRAWN BY: Sca_E: x ��i/,i Ci`fO N14 92��.� IuISR FOOTHILL BOULEVARD AS SHOWN DIAL- TWO WORKING AND CARRIED FORTH IN A DILIGENT MANNER THE * R.C.E. NO. 56155 BEFORE DAYS BEFORE ' °ES"ED BY: �� PROFILE DATE: You DIG CITY ENGINEER MAY REQUIRE REVISIONS TO THE Jq gyp' 12-31-14 MSR YOU DIG _ �, c , STA. 20+00.00 M STA. 25+11.60 Tall FREE - 1-800-227-2600 PLANS TO BRING THEM INTO CONFORMANCE WITH F 0 ��OQ` Date M 11di CHECKED BY: APP VED BY; DRAWING NO.: 3 g A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT F C A�- DATE: STE EL RCE NO. 56155 514REV. REVISION DESCRIPTION DATE ENGR. aTY DATE STAN DARDS I N EFFECT./REINHARDRCS �Z�I�Y GIN 11 2 3 s y 0 E a M