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Home My WebLink About2997-270 r �� MEN ME Ilmomm No N fm • ii� ■ -+-I�0 N Q- !'S'l ppm MM mmm MMM 1111iIIIIm IS _MpApv 1111111M .h •�•0 - J m 78.61' � �--� O7 Spts �C z + ' I =4 -7� - --- J U O P_ f. �QD 15C w00 IEEE 45.20' N rq w 08002'41' (,--) �� 0 36.67' r - a -i, 121) ]�)41 - rn 12.00' 18. 60' 'e 15F 89020'561 12.00' 18.71' 11.86, 15G 90008'09.94m 50.00' 78.66' 50.12' 15H v S� •. 80.91 ' 111111101111 151 90"04'57.81" 50.00' 78. 61 ' 50.07' _mal 90029'19.87 0 50.00' 78.97' n. 15K 180'00'001 2.00' 6.28' r 0. No M r �� MEN ME Ilmomm No N fm • ii� ■ -+-I�0 N Q- !'S'l ppm MM mmm MMM 1111iIIIIm IS _MpApv 1111111M .h •�•0 - EX 'IN -ICI J m 78.61' � �--� O7 Spts �C z + ' I =4 -7� - --- J U O P_ f. �QD 15C w00 IEEE 45.20' N rq w 08002'41' (,--) �� 0 36.67' r - a -i, 121) ]�)41 - rn 12.00' 18. 60' 1 1.761. 15F 89020'561 12.00' 18.71' 11.86, 15G 90008'09.94m 50.00' 78.66' 50.12' 15H v S� •. 80.91 ' 111111101111 151 90"04'57.81" 50.00' 78. 61 ' 50.07' _mal 90029'19.87 0 50.00' 78.97' n. 15K 180'00'001 2.00' 6.28' r 0. No M 0... ME IN • _ �� . • EX 'IN -ICI _143.331 O S + CO T Lo. c" 2 Q- i�,�21 � C) co `C:> Q� N - F J m 78.61' � �--� O7 Spts �C z + ' I =4 -7� - --- J U O P_ f. �QD 15C w00 IEEE 45.20' N rq w 08002'41' (,--) �� 0 36.67' r - a -i, 121) ]�)41 15E rn 12.00' 18. 60' 1 1.761. 15F 89020'561 12.00' 18.71' 11.86, 15G 90008'09.94m 50.00' 78.66' 50.12' 15H 92° 42'.53.00' 50.00' 80.91 ' 111111101111 151 90"04'57.81" 50.00' 78. 61 ' 50.07' _mal 90029'19.87 0 50.00' _143.331 O S + CO T Lo. c" 2 Q- i�,�21 � C) co `C:> Q� N - F =I= Q O 00 + L=26.56' J m 78.61' � �--� O7 Spts �C z + ' I =4 -7� - =I= Q O 00 + L=26.56' MEN • - AA mmml-ft.-!WIN J m 78.61' OC L Up N =3..11' I 1- =4 ,45' °° `�' �` , F- --- J U O P_ f. �QD 15C w00 IEEE 45.20' N rq w 08002'41' (,--) �� 0 36.67' r - a -i, 121) ]�)41 15E rn MEN • - AA mmml-ft.-!WIN O ro H- Lin ; � J ■ � Q r` l- c"I i m Q- f Ip NEON 0 201 1 M 'MMM I In I `] R1104[1R71 00 N r`n O {O C R/W SAWCUT AND REMOVE INTERFERING PORTIONS OF EX. DWY. 6' T 10' �ll% �MIN./0� DRIVEWAY - SEE TYPICAL SECTION ABOVE A.C. qE AC DIKE - VARIES VARIES CONSTRUCT MOUNTABLE DIKE TYPE E PER CALTRANS STD PLAN A87 9 A DIKE `-FLOW LINE MOUNTABLE A.C. DIKE AND TRANSITION Ln z Lil 0 cl� n PROFILE SCALE N. Te S.:I t000000p . `--M HORIZ• I - 40 � � - _ _ _ EX,I.,STIIN IGRN�E@ � 7 • VERT: 1' - 2' LLi YST»D♦YIVNM,MOtlO \�I'+. 0. 0. .., X, LL] 1 93 94 95 96 97 98 99 TS 100 TS 0101 102 V J J 2A \ v o z SEE SHEET 17 � m � V) N SOUTH HIGHLAND AVENUE U N � CONSTRUCTION NOTES: v v LO 2 0 r"-1 ;; / U_ o I PROTECT IN PLACE.cp L� rn 3F 3F 3F 3F 3F " 3F 3F z CD '' = :.E ; • ;: - % REMOVE EXISTING P. C. C. , A. C. , PAVEMENT, OR SOI L 3F 13 3A 3F ,.r, 18 Z o 18 18 I8B 18 Ig 13 18B I 18B Ig r 18 18B o -= O m Y a. ' �; ;��'. %:,.� ; �I / Q. 2A REMOVE EXISTING CHAIN LINK FENCE a b� W 00 18 13 Lo 0 o a = o 0 0 o 0 0 o cv -' r;ry xo 0 0 � zo / N v i •" ' ' / nn, ti � � 3 CONSTRUCT 6 �/ I NCH TH I CK ASPHALT CONCRETE OVER 4 1 NCH TH I CK � m I m J m J _W _ J m V ---� m of ,� a >1( ;; :'' ) _ Q;I N AGGREGATE BASE MATERIAL. J X. - -� - - U J J J V J U J �.j (� J . o J V J N S U O 4 G F:' j;,t: �- 01 / / LO J m a v Q a a a >\ Z a a o o • r': '; / o rn o 3A COLD MILL 0. 1 OF EX I ST I NG AC PAVEMENT AND OVERLAY 0. I OF A.C. PAVEMENT Q o > \ --- - C, m 00 LnM 0 LOc� o �, J � �J.�m Q. 26.56 CO W 0 • '.�c c.� o PER DETAIL ON SHEET 7. m n U o d. U to ` �- c; + CDrn / m z - r / � ',r = • �,"';',(::: ,� W o F O �, o rn oao , - O �� D ;�, �,._' / - 3O CONSTRUCT 4 INCH THICK ASPHALT CONCRETE OVER 12 INCH 95% COMPACTED O N O z �}. N O W N J + N + N;' + ! •:t;•''• O • l� N .. + M L �� m o --- F NATIVE SUBGRADE �, co "' • '•' T -S ''•� -}- 4 CONSTRUCT 8 INCH CURB AND GUTTER PER C I TY OF FONTANA z + N r- _ _ �.. to ti4 0.30 FS) (1490.50 S)' a (1493.03-F) % ;�;.'; • �; ;; ;�` j V.�� , ST PLAN N 1003. _- - - f ' JON-" J IN - -JOIN. b- i. ,< Q - _ z %i : . _ 4 66-- I N c _l .. 4 A R .,...� - .. CONST T 8 INCH R PER F A A A : .. � / UC CUB E CITY O F NT N ST PLAN N I CV LL �, _ _ - ... ... ,� Y' C 0 D. L 0. 003. .��- - - 0 i t 49 -3 •, r ao c� rn ao I 0. 7 F-�si- o- 2 i � _ �9Df85 , v� �n z t � 1~• •. ti - c n! v c IN- I � _ z z 0 1 •-� . MM 't 4C CONSTRUCT R P A z 18 :67 --FS � .� COS UCT CUB PER CALTRANS STD. PAN A87 TYPE (6 NCH). M z +Q• o ,' . 1�'s4 - - JOIN �- �. L E B3 I - L --- + EX: RW :`: - ( �r (1493.16 FS) ,�`- •; - ao /►- o ,- 1486:8$ FS) _ 4 E-.._._.-tv- . %• �',- � :%, ., . ' •�_ / Irl JOIN. F , _ : T` ",�-s . ' :. �•=.''.-; T- CV ;' 01 f , �.4 �• .� �, ..„•�.'' -.•: .�';; • 4E CONSTRUCT ASPHALT CONCRETE DIKE TYPE F PER CALTRANS STD. PLAN A87 rr ^ _ - - t -L... . _ ; -- r_ ._ _ •�J _ •, Q , y 1 wd • .i � 1- 4F CONSTRUCT M O I F I E D MOUNTABLE T A BLE A.C.DIKE, E PER CALTRANS L T R ANS STD. PLAN 487 .._ __ AND DETAIL ABOVE. 7 R V1 L. 41 r CONSTRUCT CONCRETE DRIVEWAY PER CITY OF FONTA A STD. /7 4G CONSTRUCT A.C. DIKE TRANSITION FROM 4 TO 8 CURB FACE WW O PLAN N0 I02C.7 V r" / .f sei=` �' ICA • •. .�• --------- --- --- ADJUST MANHOLE FRAME A D OLE RM AND VRTOGA C/7 E COVER GRADE. •, ' ETR r ��/ D V) :•tri-�:-:' Q ••W':' • A. 2 %.- ITR AV 0 15 0 W -�= /L C US Noo@15-02-- .0 �: I W �{ ' � f U.'. i .J � AAAA w •. --�-. ADJUST MANHOLE FRAME ND COVER TO GRADE. DE. (BY OTHERS)RS) 0 • ti='_ I. Iti •'• f ' I -`--• • _ •J -r, ,-. ,-y--'• • •^y/J�•-'ice :!+�+mss' :'y*•r - ' '.• = r- 13 VE EXISTING TREE. Ltj R MO LLLJL I WI5 RELOCATE EXISTING STREET EET LIGHT AND/OR POWER POLE. (BY SCE) V) -- ,J _ 1• i .r _4 •< 't c , 1'• y i 1 r> r • I' - .• ..::-" •I p, r rti • 5��rr ASF' X ��• ,' •s . - 6 CONSTRUCT MEDIAN TREATMENT NT PER CITY 0F FONTA NA STD. PLANAN 145. P OF AC UM - 1 • _IV 6 CONSTRUCT MODIFIED MEDIAN TREATMENT PER DETAIL ON SHEET 7. 1 _ _ EX..R/W �, _ ----_ __ ,'.,r ;-:-;:�:� ;.� �,L 17 INSTALL ONE 4 INCH AND ONE 6 INCH SCHEDULE 80 PVC PIPE PER SECTION SHEET 7. Q ) - - _ , �.� --'�" U �>LLJ --- +r W J' �' 4 + lr ::,�. - LOO 18 TO BE RELOCATED. (TYPE AS SHOWN) U , = O C 7 J O J (> o U U U t; :,: ':• •!:' :tet ; f „� . ,� \ i to L6 Nounz `� �,, ` J Z W U J U o \ PROP. RWM• / ,; -qr4, X' •i,•: ' �' / V o0 1 g REMOVE EXISTING ST I NG (TYP AS SHOWN) AN W \ oU- cj W o O ; ,, , '� l ; t E E S 0 D CONSTRUCT CHAIN LINK FENCE COMPLETE 0 V F- o •-� \ \ W o !U' -' % :�i ' '< \ WITH GATESP MATCH EXISTING HEIGHT. z Z °' \ \ z w �' �" `'� N ``' `� , • kQ%•'%ry'' - ':;F �;' �� -' 2 I CONSTRUCT (2) PARALLEL 6' DIAMETER HDPE CULVERTS 20 10 0 20 40 60 80 100 � �- o = o '- z w a-�m o ,� W W O 2w O co �, �, ,` :•�'; ' .. J U Ln - ►� W J L t/') Q J cD 00 00 O Q. DO >- _ j '';,' -- z �- =r o '` n U �aJ o o N w °O z �-'m cv a; o ,�"., °� v W ' �' ;} �= z ao W CT CONSTRUCT BAY TAPER (MEDIAN TAPER) FOR MEDIAN PER HIGHWAY DESIGN O J a r� a in Z `n `r: o- o �� < = U O o °Q ~_ o'c oa' o = o: # O "' MANUAL TABLE 405.2A W, L. AND PER PLAN. V Q to A W O J CL D. \ Z W CO to C _ J N Z O Z v' w _� V m V U o_. -� W to ti' -! i ;:•;•' �� r .; ;;s:, U ■ °_ O Q' N rn W VW OLnm D_ O O H `VU Q W U \ V O� ,•:t :' : = SCALE: I 40 O rn , _ x > �„ o ,� O O rn �o to �, o J o 4' / 6• ;,. ' V o o TS SEE TRAFFIC SIGNAL MODIFICATION PLANS. 186 3A 2 o Ln Ln lD oO O N W = O o =oz O x _ °° ": x m U_ O N N cN�r °- ,�; W N U rn �; O z ,� ' '�'.•:�:.• , 'r ;' •� , LL- wr, N M V' Q- to N N W �I--Q W Q N Q W W O� Oen Q N lD 07 tT Q Q' \ [7 r, ' ,'� :I;,,': '� ;�' M U_ O J Lf) lt) Q ( ,', Q Q l0 t.iJ lf) I n r- N N cD N O 4i to •- ', j • ,'' •^• CURVE DATA NO. A R L T 15A 177055'00.29, 7.00' 21.74' 385.001 156 --- --- --- --- 15C 07.50' 21.65' IEEE 45.20' 22.64' 15D 08002'41' 261. 15' 36.67' 18.36' 15E 88. 49' 21 ' 12.00' 18. 60' 1 1.761. 15F 89020'561 12.00' 18.71' 11.86, 15G 90008'09.94m 50.00' 78.66' 50.12' 15H 92° 42'.53.00' 50.00' 80.91 ' 111111101111 151 90"04'57.81" 50.00' 78. 61 ' 50.07' 15J 90029'19.87 0 50.00' 78.97' 50.43' 15K 180'00'001 2.00' 6.28' - - - 0. No M MEN SEEN O ro H- Lin ; � J ■ � Q r` l- c"I i m Q- f Ip NEON 0 201 1 M 'MMM I In I `] R1104[1R71 00 N r`n O {O C R/W SAWCUT AND REMOVE INTERFERING PORTIONS OF EX. DWY. 6' T 10' �ll% �MIN./0� DRIVEWAY - SEE TYPICAL SECTION ABOVE A.C. qE AC DIKE - VARIES VARIES CONSTRUCT MOUNTABLE DIKE TYPE E PER CALTRANS STD PLAN A87 9 A DIKE `-FLOW LINE MOUNTABLE A.C. DIKE AND TRANSITION Ln z Lil 0 cl� n PROFILE SCALE N. Te S.:I t000000p . `--M HORIZ• I - 40 � � - _ _ _ EX,I.,STIIN IGRN�E@ � 7 • VERT: 1' - 2' LLi YST»D♦YIVNM,MOtlO \�I'+. 0. 0. .., X, LL] 1 93 94 95 96 97 98 99 TS 100 TS 0101 102 V J J 2A \ v o z SEE SHEET 17 � m � V) N SOUTH HIGHLAND AVENUE U N � CONSTRUCTION NOTES: v v LO 2 0 r"-1 ;; / U_ o I PROTECT IN PLACE.cp L� rn 3F 3F 3F 3F 3F " 3F 3F z CD '' = :.E ; • ;: - % REMOVE EXISTING P. C. C. , A. C. , PAVEMENT, OR SOI L 3F 13 3A 3F ,.r, 18 Z o 18 18 I8B 18 Ig 13 18B I 18B Ig r 18 18B o -= O m Y a. ' �; ;��'. %:,.� ; �I / Q. 2A REMOVE EXISTING CHAIN LINK FENCE a b� W 00 18 13 Lo 0 o a = o 0 0 o 0 0 o cv -' r;ry xo 0 0 � zo / N v i •" ' ' / nn, ti � � 3 CONSTRUCT 6 �/ I NCH TH I CK ASPHALT CONCRETE OVER 4 1 NCH TH I CK � m I m J m J _W _ J m V ---� m of ,� a >1( ;; :'' ) _ Q;I N AGGREGATE BASE MATERIAL. J X. - -� - - U J J J V J U J �.j (� J . o J V J N S U O 4 G F:' j;,t: �- 01 / / LO J m a v Q a a a >\ Z a a o o • r': '; / o rn o 3A COLD MILL 0. 1 OF EX I ST I NG AC PAVEMENT AND OVERLAY 0. I OF A.C. PAVEMENT Q o > \ --- - C, m 00 LnM 0 LOc� o �, J � �J.�m Q. 26.56 CO W 0 • '.�c c.� o PER DETAIL ON SHEET 7. m n U o d. U to ` �- c; + CDrn / m z - r / � ',r = • �,"';',(::: ,� W o F O �, o rn oao , - O �� D ;�, �,._' / - 3O CONSTRUCT 4 INCH THICK ASPHALT CONCRETE OVER 12 INCH 95% COMPACTED O N O z �}. N O W N J + N + N;' + ! •:t;•''• O • l� N .. + M L �� m o --- F NATIVE SUBGRADE �, co "' • '•' T -S ''•� -}- 4 CONSTRUCT 8 INCH CURB AND GUTTER PER C I TY OF FONTANA z + N r- _ _ �.. to ti4 0.30 FS) (1490.50 S)' a (1493.03-F) % ;�;.'; • �; ;; ;�` j V.�� , ST PLAN N 1003. _- - - f ' JON-" J IN - -JOIN. b- i. ,< Q - _ z %i : . _ 4 66-- I N c _l .. 4 A R .,...� - .. CONST T 8 INCH R PER F A A A : .. � / UC CUB E CITY O F NT N ST PLAN N I CV LL �, _ _ - ... ... ,� Y' C 0 D. L 0. 003. .��- - - 0 i t 49 -3 •, r ao c� rn ao I 0. 7 F-�si- o- 2 i � _ �9Df85 , v� �n z t � 1~• •. ti - c n! v c IN- I � _ z z 0 1 •-� . MM 't 4C CONSTRUCT R P A z 18 :67 --FS � .� COS UCT CUB PER CALTRANS STD. PAN A87 TYPE (6 NCH). M z +Q• o ,' . 1�'s4 - - JOIN �- �. L E B3 I - L --- + EX: RW :`: - ( �r (1493.16 FS) ,�`- •; - ao /►- o ,- 1486:8$ FS) _ 4 E-.._._.-tv- . %• �',- � :%, ., . ' •�_ / Irl JOIN. F , _ : T` ",�-s . ' :. �•=.''.-; T- CV ;' 01 f , �.4 �• .� �, ..„•�.'' -.•: .�';; • 4E CONSTRUCT ASPHALT CONCRETE DIKE TYPE F PER CALTRANS STD. PLAN A87 rr ^ _ - - t -L... . _ ; -- r_ ._ _ •�J _ •, Q , y 1 wd • .i � 1- 4F CONSTRUCT M O I F I E D MOUNTABLE T A BLE A.C.DIKE, E PER CALTRANS L T R ANS STD. PLAN 487 .._ __ AND DETAIL ABOVE. 7 R V1 L. 41 r CONSTRUCT CONCRETE DRIVEWAY PER CITY OF FONTA A STD. /7 4G CONSTRUCT A.C. DIKE TRANSITION FROM 4 TO 8 CURB FACE WW O PLAN N0 I02C.7 V r" / .f sei=` �' ICA • •. .�• --------- --- --- ADJUST MANHOLE FRAME A D OLE RM AND VRTOGA C/7 E COVER GRADE. •, ' ETR r ��/ D V) :•tri-�:-:' Q ••W':' • A. 2 %.- ITR AV 0 15 0 W -�= /L C US Noo@15-02-- .0 �: I W �{ ' � f U.'. i .J � AAAA w •. --�-. ADJUST MANHOLE FRAME ND COVER TO GRADE. DE. (BY OTHERS)RS) 0 • ti='_ I. Iti •'• f ' I -`--• • _ •J -r, ,-. ,-y--'• • •^y/J�•-'ice :!+�+mss' :'y*•r - ' '.• = r- 13 VE EXISTING TREE. Ltj R MO LLLJL I WI5 RELOCATE EXISTING STREET EET LIGHT AND/OR POWER POLE. (BY SCE) V) -- ,J _ 1• i .r _4 •< 't c , 1'• y i 1 r> r • I' - .• ..::-" •I p, r rti • 5��rr ASF' X ��• ,' •s . - 6 CONSTRUCT MEDIAN TREATMENT NT PER CITY 0F FONTA NA STD. PLANAN 145. P OF AC UM - 1 • _IV 6 CONSTRUCT MODIFIED MEDIAN TREATMENT PER DETAIL ON SHEET 7. 1 _ _ EX..R/W �, _ ----_ __ ,'.,r ;-:-;:�:� ;.� �,L 17 INSTALL ONE 4 INCH AND ONE 6 INCH SCHEDULE 80 PVC PIPE PER SECTION SHEET 7. Q ) - - _ , �.� --'�" U �>LLJ --- +r W J' �' 4 + lr ::,�. - LOO 18 TO BE RELOCATED. (TYPE AS SHOWN) U , = O C 7 J O J (> o U U U t; :,: ':• •!:' :tet ; f „� . ,� \ i to L6 Nounz `� �,, ` J Z W U J U o \ PROP. RWM• / ,; -qr4, X' •i,•: ' �' / V o0 1 g REMOVE EXISTING ST I NG (TYP AS SHOWN) AN W \ oU- cj W o O ; ,, , '� l ; t E E S 0 D CONSTRUCT CHAIN LINK FENCE COMPLETE 0 V F- o •-� \ \ W o !U' -' % :�i ' '< \ WITH GATESP MATCH EXISTING HEIGHT. z Z °' \ \ z w �' �" `'� N ``' `� , • kQ%•'%ry'' - ':;F �;' �� -' 2 I CONSTRUCT (2) PARALLEL 6' DIAMETER HDPE CULVERTS 20 10 0 20 40 60 80 100 � �- o = o '- z w a-�m o ,� W W O 2w O co �, �, ,` :•�'; ' .. J U Ln - ►� W J L t/') Q J cD 00 00 O Q. DO >- _ j '';,' -- z �- =r o '` n U �aJ o o N w °O z �-'m cv a; o ,�"., °� v W ' �' ;} �= z ao W CT CONSTRUCT BAY TAPER (MEDIAN TAPER) FOR MEDIAN PER HIGHWAY DESIGN O J a r� a in Z `n `r: o- o �� < = U O o °Q ~_ o'c oa' o = o: # O "' MANUAL TABLE 405.2A W, L. AND PER PLAN. V Q to A W O J CL D. \ Z W CO to C _ J N Z O Z v' w _� V m V U o_. -� W to ti' -! i ;:•;•' �� r .; ;;s:, U ■ °_ O Q' N rn W VW OLnm D_ O O H `VU Q W U \ V O� ,•:t :' : = SCALE: I 40 O rn , _ x > �„ o ,� O O rn �o to �, o J o 4' / 6• ;,. ' V o o TS SEE TRAFFIC SIGNAL MODIFICATION PLANS. 186 3A 2 o Ln Ln lD oO O N W = O o =oz O x _ °° ": x m U_ O N N cN�r °- ,�; W N U rn �; O z ,� ' '�'.•:�:.• , 'r ;' •� , LL- wr, N M V' Q- to N N W �I--Q W Q N Q W W O� Oen Q N lD 07 tT Q Q' \ [7 r, ' ,'� :I;,,': '� ;�' M U_ O J Lf) lt) Q ( ,', Q Q l0 t.iJ lf) I n r- N N cD N O 4i to •- ', j • ,'' •^• CURVE DATA NO. A R L T 15A 177055'00.29, 7.00' 21.74' 385.001 156 --- --- --- --- 15C 07.50' 21.65' 330.39' 45.20' 22.64' 15D 08002'41' 261. 15' 36.67' 18.36' 15E 88. 49' 21 ' 12.00' 18. 60' 1 1.761. 15F 89020'561 12.00' 18.71' 11.86, 15G 90008'09.94m 50.00' 78.66' 50.12' 15H 92° 42'.53.00' 50.00' 80.91 ' 52.43' 151 90"04'57.81" 50.00' 78. 61 ' 50.07' 15J 90029'19.87 0 50.00' 78.97' 50.43' 15K 180'00'001 2.00' 6.28' - - - ii + U � W N N rn .. ,r ..- N 0.3-� 15 1 10 Cl 15 z Ln Z In 15 In zo" z 10 15 z >W c" E �:. PERMIT N0.08 03 N MC 04 a W a 17 �' W- a °' °' ti c"lr`� a m -� " m U SOUTH HIGHLAND AVENUE LO ' w- CROSS-REFERENCE NOTES N N W PROPOSED DRAINAGE IMPROVEMENTS a' co a N _ I. SEE SHEET 26 FOR DRIVEWAY CENTERLINE PROFILES. SEE PROPOSED DRAINAGE IMPROVEMENTS SEE DWG NO.3001 7 I 15 r,r; N SEE SHEET 17 SHEET 7,DWG 3001 FOR GRADED DIRT SWALE o car �- 2A l/ 2. CONTRACTOR SHALL RELOCATE AND RECONSTRUCT PRIVATE PROPERTY CHAIN C" w o L I NK FENC I NG ( I NCLUD I NG GATES) TO THE PUBL I C R I GHT OF WAY L I NE. CITRUS FENCING, HARDWARE, AND APPURTENCES SHALL BE MATCHED IN KIND. 98+96.00N BCR TS TS 3. FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL NOTES, TYPICAL MATCHLINE - SEE SHEET 17 SECT I ON, AND APWA STANDARD PLANS SEE DRAW I NG, NO. 2997 SHEETS 1-12. 4. FOR DRAINAGE IMPROVEMENTS SEE DRAWING NO. 3001 SHEETS 1-7. 5. FOR INTERSECTION ELEVATION GRID SEE DRAWING NO. 2997 SHEET 14. Q REV. REVISION DESCRIPTION U DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED FESS PLANS PREPARED BY: CITY O FONTANA D W CAL-rmn C R' lT irs I Q�0 I p yq c IMPROVEMENTS NOT COMMENCE WITHIN TWO �° oS A. Zq J/ WILLDAN 0 ? R�'co,eo o,R.4iviv� -2�. .;u �� . �q Fy STREET IMPROVEMENTS �' ,, Q. y �13191 Crossroads Parkway North, Suite 405 rte' YEARS OF THE DATE OF APPROVAL SHOWN HEREON Industry, CA 91746-3897 DRAWN BY: SCALE: N AND CARRIED FORTH IN A DILIGENT MANNER, THE No. C060153 T (562) 908-6200 DB/BM CITRUS AVENUE I ' =40' o DIAL TWO WORKING d EXP. 03-31-04DESIGNED BY: 106 N. OF SO TH HIGHLAND AVE TO DATE: o BEFORE DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE * * UNDER THE SUPERVISION.OF: 76o s of TH OHLAHD AVE. �, YOU DIG YOU DIG J� C1V1�, �Q NJ/SB/CZ 04 - 14 -03 o 0 TOLL FREE 1 -boo -227-260o PLANS TO BRING THEM INTO CONFORMANCE WITH 9lF of 0N`\� `�' 1 D3 CHECKED BY: A VED BY: • 27 �' o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. ZZ •�3 DRAWING No.. CARLOS A. NO R.C.E. 60153 DATE CZ CITY ENGINEER R.C.E 51152 DATE: 2997 3 Q v