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HomeMy WebLinkAbout2246-2EX. N'LY R/W s L 13' VARIES 4' TO 1,V Z 8' J 1.5' 12' 0.50' 0.50ow.' C: 114 -PER FT z 5.00' 8.00' REFER TO LANDSCAPE 1.5' o MIN. 57" 0.50' A.C. CAP _ Y I - 9 1.75' N BATTER luo 1/4* PER FT 11" 3 2IED PVMT. TO 3" CFH 4:12 (TYP.) EXISTING _ 11 FROM STA. 10+39.71 TO REMAIN TO STA. 16+59.98 EX. N'LY R/W 8' 1 52' 43' 12' 12' 43' 11.50' 40.50' 10.00' EX. PVMNT. TO REMAIN MEDIAN MEDIAN DETTA AND 2.5' VANES ON THIS SHEET 9 1, < SEE LAN wo 7 JOIN - FEATHER OVER IF NECCESSARY I I I EXISTING CONCRETE TI = PAVEMENT 10.5 i NOTE: NEW PAVEMENT WIDTH VARIES FROM 47' TO 52' BETWEEN STA. 21+50.00 TO STA. 23+95.17 VALLEY BOULEVARD AND FROM 52' TO 43' BETWEEN STA. 29+81.92 FROM STA. 23+95.17 TO STA. 29+81.92 TO STA. 33+00.00 TYPICAL SECTIONS N.T.S. 55'(STA. 10+39.71 TO STA. 16+59.98) 60' 55' 47' 43' 12' 43' VARIES SEE PLAN 6.50' 40.50' 5.00' EX. PVMNT. TO REMAIN so M I 2.5 U EXIST. MEDIAN TURN POCKET 3�: SEE PLAN M JOIN - FEATHER OVE 7 1 6R IF NECCESSARY 4% L, J LJ TI = 10.5 VALLEY BOULEVARD FROM STA. 16+19.98 TO STA. 21+50.00 FROM STA. 10+39.71 TO STA. 16+59.98 SECONDARY MITIGATION MEASURES 60' 55' ,gll r! hC4VI.-eerO 00CU77EN7 1996034-0-209 / 9950320940 EX. N'LY R/W of 0.50' -� 3 /iVT,elK 11 �OiyeT.Wt-','6LIE�l e?:rXLS71-116 60A1l>/T/QN AS tic SIERRA AVENUE FROM STA. 16+95.25 TO STA. 22+41.50 � MARYGOLD AVENUE FROM STA. 10+89.87 TO STA. 11+87.15 EXIST. SLY R/W 64.0' 12' 20' 24' 16' 8' 4' 4' z I 2.0' JOIN AND 2.5' FEATHER AS REQ D) Q 7 X 8 �' 6 TI = 7.0 I MARYGOLD AVENUE FROM STA. 14+14.00 TO STA. 22+58.98 SECONDARY MITIGATION MEASURES 8' IX w MATCH EXIST. PROP. S'LY R/W 6' ADD'N ROAD R/W PER SEPARATE DOCUMENT 0.50' �LE1i,�7'��� fo.P EGEli4T/O�VS' •AOR OoiV�'T,Qf/C'"T/OTS/ O.�' c1�iY.s^l.Pf/C'7'/O� Off' �JLL /lla�i�/.E10 .E'�/19�EO .� � �• .QIL �Jl4O��'/E� �P<J�1�1.�EO ��.PB�P.E7U.P/VS B.E�,O�PE � CU�PB RETf/•PNS �J.�!E,� iV0!/E�l.B,E,R / / -77* Nol/EyyJA3E,P / /5 ' FOS ELE'Y. �S BELdly � � �fD�P ELz�!/ :s B�LOlV% J DRIVEWAY SEE PLANS FOR WIDTH CURB VARIES N 0" TO 6" CF II (REQ'D ONLY T DRIVEWAYS II WITH EXIST. 6" CURBS) BACK OF WALK�� tK col /o �_I a L.� �6 laza /a.24Fs eI 12 - r/ NI co /. /% 2 CF O CF X0.86>/O.B2f /.O% 1�1 �0.4% /0,44 /G�40E-� JilGB 98o tet' or4o.� GB21 v op �`' �Q o .0 'o ���s Np��G� php��ZASSUMED 1% c� ��' � °�' (SEE NOTE) NOTE: ELEVATIONS SHOWN ARE REPRESENTATIVE ONLY BASED ON 1% FLOWLINE. GRADE AND GOit/G�PE%E O•P/!/EIiY��/ ELEVATION DIFFERENCES WILL VARY. SLIGHTLY PER DESIGN ELEVATIONS NOTED ON, PLANS.,, 0 MODIFIED RAMPED CURB RETURN AB NTS L J VARIES 4' TO 1,V Z 8' O �I 1.5' I 0.50' 0.50ow.' C: 114 -PER FT YP 3 , 4:12 (TYP.) REFER TO LANDSCAPE ,gll r! hC4VI.-eerO 00CU77EN7 1996034-0-209 / 9950320940 EX. N'LY R/W of 0.50' -� 3 /iVT,elK 11 �OiyeT.Wt-','6LIE�l e?:rXLS71-116 60A1l>/T/QN AS tic SIERRA AVENUE FROM STA. 16+95.25 TO STA. 22+41.50 � MARYGOLD AVENUE FROM STA. 10+89.87 TO STA. 11+87.15 EXIST. SLY R/W 64.0' 12' 20' 24' 16' 8' 4' 4' z I 2.0' JOIN AND 2.5' FEATHER AS REQ D) Q 7 X 8 �' 6 TI = 7.0 I MARYGOLD AVENUE FROM STA. 14+14.00 TO STA. 22+58.98 SECONDARY MITIGATION MEASURES 8' IX w MATCH EXIST. PROP. S'LY R/W 6' ADD'N ROAD R/W PER SEPARATE DOCUMENT 0.50' �LE1i,�7'��� fo.P EGEli4T/O�VS' •AOR OoiV�'T,Qf/C'"T/OTS/ O.�' c1�iY.s^l.Pf/C'7'/O� Off' �JLL /lla�i�/.E10 .E'�/19�EO .� � �• .QIL �Jl4O��'/E� �P<J�1�1.�EO ��.PB�P.E7U.P/VS B.E�,O�PE � CU�PB RETf/•PNS �J.�!E,� iV0!/E�l.B,E,R / / -77* Nol/EyyJA3E,P / /5 ' FOS ELE'Y. �S BELdly � � �fD�P ELz�!/ :s B�LOlV% J DRIVEWAY SEE PLANS FOR WIDTH CURB VARIES N 0" TO 6" CF II (REQ'D ONLY T DRIVEWAYS II WITH EXIST. 6" CURBS) BACK OF WALK�� tK col /o �_I a L.� �6 laza /a.24Fs eI 12 - r/ NI co /. /% 2 CF O CF X0.86>/O.B2f /.O% 1�1 �0.4% /0,44 /G�40E-� JilGB 98o tet' or4o.� GB21 v op �`' �Q o .0 'o ���s Np��G� php��ZASSUMED 1% c� ��' � °�' (SEE NOTE) NOTE: ELEVATIONS SHOWN ARE REPRESENTATIVE ONLY BASED ON 1% FLOWLINE. GRADE AND GOit/G�PE%E O•P/!/EIiY��/ ELEVATION DIFFERENCES WILL VARY. SLIGHTLY PER DESIGN ELEVATIONS NOTED ON, PLANS.,, 0 MODIFIED RAMPED CURB RETURN AB NTS i ADD'N ROAD 'ER SEPARATE PROP. E'LY R/W ).50' IIA A 4n* Q Q W G 'Zi e�^� IbK \� fir,. AQJ RETE SIERRA- AVE. 0 �o 00 N r � 8C&G RETAINING CURB, HT. VARIESoc 41s - 6' RETAINING CURB '- RETAINING CURB, HT R=35.00' A=8953'14' L=54 91' 1/2 CF 45' BEVEL Q 81139.08 Tc D J O 10+89.87 I I 1139.18 TC � Q T=34.93 II I I DETAIL "A" MARYGOLD AND SIERRA MODIFIED ACCESS RAMP N.T.S. F. 1' 2' MIN. VARIES 3 ISLAND .5' TO 10' En REFER TO LANDSCAPE ARCHITECT PLANS FOR 3 LO SIERRA AVE. -�/ p v & G ECR -6" CF 29.80 TC 29.30 FL EXIST. 6' SIDEWALK >." CF IN 1.5' 30.34 TC 29.34 FL (12" CF) I rRncc R/W CURB VARIES (0" TO 6" CF) 6' FS 30.49 TC 30.33 TC 29.83 FL sg, CF S � 6 CF - . 29.99 - 30.45 TC 29.95 FL 30.61 TC 6 CF 30.11 FS 6 CF �� �� EX. 6" CURB DETAIL B SIERRA AVENUE - STA. 16+50.00 MODIFIED ACCESS RAMP to + SCALE: 1' =10' L 1' VARIES 4' TO 1,V 1' N ROSSFFALL C TO BE A 3 6" VARIES 3' TO 13' LANDSCAPING 1 /4„ YP ccn 4:12 (TYP.) REFER TO LANDSCAPE 1.5' o MIN. 57" 1.5' A.C. CAP ARCHITECT PLANS FOR 1.75' N BATTER 1.75' 11" PROPOSED MEDIAN LANDSCAPING PVMT. TO REMAIN 4:12 (TYP.) _ 11 (=t �' MIN -� TO REMAIN 00 2% MIN 2% MIN _ 1/4.* (TYP.) EXIST. PVMT. - TO REMAIN 1 1 v��2. 1 EXIST. PVMT. 1 . (tom.) TO REMAIN EXIST. PVMT. TO BE REMOVED WHERE LANDSCAPING IS PROPOSED STA. 22+60.12 TO STA. 22+85.34 - 2, MARYGOLD AVE. STA. 22+85.34 TO STA. 23+54.94 - VARIES, MARYGOLD AVE. STA. 23+54.94 TO STA. 23+95.12 - 2', MARYGOLD AVE. STA. 21+82.00 TO STA. 23+40.00 - 2', VALLEY BLVD. r I" MEDIAN POCKET EXIST. PVMT. TO BE REMOVED N.T.S. WHERE LANDSCAPING IS PROPOSED 8" MEDIAN CURB N.T.S. i ADD'N ROAD 'ER SEPARATE PROP. E'LY R/W ).50' IIA A 4n* Q Q W G 'Zi e�^� IbK \� fir,. AQJ RETE SIERRA- AVE. 0 �o 00 N r � 8C&G RETAINING CURB, HT. VARIESoc 41s - 6' RETAINING CURB '- RETAINING CURB, HT R=35.00' A=8953'14' L=54 91' 1/2 CF 45' BEVEL Q 81139.08 Tc D J O 10+89.87 I I 1139.18 TC � Q T=34.93 II I I DETAIL "A" MARYGOLD AND SIERRA MODIFIED ACCESS RAMP N.T.S. F. 1' 2' MIN. VARIES 3 ISLAND .5' TO 10' En REFER TO LANDSCAPE ARCHITECT PLANS FOR 3 LO SIERRA AVE. -�/ p v & G ECR -6" CF 29.80 TC 29.30 FL EXIST. 6' SIDEWALK >." CF IN 1.5' 30.34 TC 29.34 FL (12" CF) I rRncc R/W CURB VARIES (0" TO 6" CF) 6' FS 30.49 TC 30.33 TC 29.83 FL sg, CF S � 6 CF - . 29.99 - 30.45 TC 29.95 FL 30.61 TC 6 CF 30.11 FS 6 CF �� �� EX. 6" CURB DETAIL B SIERRA AVENUE - STA. 16+50.00 MODIFIED ACCESS RAMP to + SCALE: 1' =10' D L T PROPOSED MEDIAN 1.0' N ROSSFFALL C TO BE A BATTER 5" 24" LANDSCAPING 1 /4„ YP NAYMINFROM CURB FACE 4:12 (TYP.) 48" 1.5' o MIN. 57" 1.5' A.C. CAP EXIST. PVMT.EXIST. 1.75' 11" 66" 1.75' 11" PVMT. TO REMAIN _ 11 (=t �' MIN -� TO REMAIN 00 , 1 1 EXIST. PVMT. TO BE REMOVED WHERE LANDSCAPING IS PROPOSED STA. 22+60.12 TO STA. 22+85.34 - 2, MARYGOLD AVE. STA. 22+85.34 TO STA. 23+54.94 - VARIES, MARYGOLD AVE. STA. 23+54.94 TO STA. 23+95.12 - 2', MARYGOLD AVE. STA. 21+82.00 TO STA. 23+40.00 - 2', VALLEY BLVD. r I" MEDIAN POCKET 11 10 N.T.S. D L T 12" 1.0' 4" 18" 1.0' 5" 24" 1.0' 6" 36" 1.5' 8" 48" 1.5' 10" 57" 1.5' 10" 60" 1.75' 11" 66" 1.75' 11" CONCRETE COLLAR FOR PIPES 12 INCHES THROUGH 66 INCHES NOTE: ABOVE DETAIL REFERENCED FROM COUNTY OF LOS ANGELES ROOD CONTROL DISTRICT STANDARD DRAWING No. 2-D393. I I NOTE: FOR REMOVAL AND RELOCATION OF TRAFFIC C, DETECTOR LOOPS WITHIN SIERRA AVENUE AND ao I I VALLEY BOULEVARD REFER TO SECONDARY MITIGATION MEASURES/SIGNAL MODIFICATION PLAN, PREPARED ci it, �1"' BY LINSCOTT, LAW & GREENSPAN. DWG No. >c l l ��• �� Ld 10.21' �►�p�A- i ti "' / 6" RETAINING M ` GN G CURB HT. VARIES �oio1��5 �5 ,X' 1W _ g co rc �� CR + m'VALLEY BLVD. Cl DETAIL " C" VALLEY AND SIERRA MODIFIED ACCESS RAMP N.T.S. Sco,PE G/ii/Es�,gTcE�I/T.P,4L �.P7z / 4 /' 1= TQ,BE O/yl/77EO O/1/.QLG /!/E!1/ GO/!/ST�Pl/CT/ON '-OAF .P /VO!/E/l7BE.0 j /%57z ,P�/1�l,�S' coNST�PUc7'�o �.P/OSP To Nav��,BE•P /996 //j/cLC/OE� ,r-'GO.PE L//YES' ,Q7' �'E�1�T,P,4G f�J.PT/O�/ O•�' �P�liYlP R f W CURVE DATA A = 89'58'06" R = 20.00' L = 31.40' T = 19.99' CURB CURVE DATA 0 = 89'58'06" R = 35.00' L = 54.96' T = 34.93' .CONCRETE COLLAR NOTES 1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 0.10 FT. PER FOOT. 2. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR, L AND T SHALL BE THOSE OF THE LARGER PIPE. D=D 1 OR D2, WHICHEVER IS GREATER. 3. FOR PIPE LARGER THAN 66" A SPECIAL COLLAR DETAIL IS REQUIRED. 4. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 5. OMIT REINFORCING ON PIPES 24" AND LESS IN DIAMETER AND ON ALL PIPES WHERE ANGLE A IS LESS THAN 100 . 6. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D + (2 x WALL THICKNESS) + 8". 7. WHEN D 1 IS EQUAL TO OR LESS THAN D2, JOIN INVERTS AND WHEN D 1 IS GREATER THAN D2, JOIN SOFFITS. 8. PIPE MAY BE CORRUGATED METAL PIPE, CONCRETE PIPE, REINFORCED CONCRETE PIPE, OR ABSESTOS CEMENT PIPE. 9, NOT TO BE USED FOR A SIZE CHANGE ON THE MAINLINE. 1 1/9% 60 1 1/2* 4 - EXIST. F.S. NOTE: 1. DIKE SHALL BE CONSTRUCTED OF TYPE "B" ASPHALT CONCRETE. 2. PAINT BINDER SHALL BE PLACED ON EXISTING ASPHALT CONCRETE PAVEMENT PRIOR TO THE INSTALLATION OF THE DIKE. 3. A.C. DIKE TO BE CONSTRUCTED ON PRIVATE PROPERTY ONLY, FOR LOCATION OF CONSTRUCTION REFER TO SHT. 6 OF 7. 6" DIKE 14 N.T.S. (USED ON PRIVATE PROPERTY ONLY. NOT WITHIN CITY R/W) CONSTRUCTION NOTES 1 CONSTRUCT 6" AC OVER 81/2'AB (VALLEY), 61/2"AC OVER 9" AB 0 (SIERRA), 4" AC OVER 5" AB (MARYGOLD). SEE GENERAL NOTE NO. 6. 02 CONSTRUCT 8" CONCRETE CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101. 3O CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. DETAILS 102-B & 105-A. © REMOVE EXISTING A.C. PAVEMENT PER TYPICAL SECTION ON THIS SHEET. 07 REMOVE EXISTING CURB ONLY OR CURB & GUTTER. ® SAWCUT EXISTING PAVEMENT PER TYPICAL SECTION ON THIS SHEET. O9 REMOVE EXISTING SIDEWALK. 10 CONSTRUCT CONCRETE CROSS -GUTTER PER CITY OF FONTANA STD. DETAIL 104. 11 CONSTRUCT 8" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. AND DETAIL ON THIS SHEET. 14 CONSTRUCT A.C. DIKE 6" ABOVE EX. GRADE PER DETAIL ON THIS SHEET. 15 CONSTRUCT 6" CONCRETE CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. 16 TRANSITION CURB FROM 6" C.F. TO 8" C.F. 17 SAWCUT EXIST. PAVEMENT TO ACCOMMODATE MEDIAN ISLAND CURB AT PROPOSED ISLAND LOCATION PER MEDIAN ISLAND CURB DETAILS SHOWN ON THIS SHEET. 18 REMOVE EXIST. A.C. & A.B. AT ISLAND PER DETAIL ON THIS SHEET FOR FUTURE LANDSCAPE. 33 CONSTRUCT MODIFIED RAMPED CURB RETURN -PER DETAIL ON THIS SHEET. 0 d9 4?4111z 7