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HomeMy WebLinkAbout4530-2105 PAP -4 FT m OEM 'M _ �i�■■ ■ _■■■■■■■a■■■■i .. .. — ■■■mom ■■ ■ IN■Onff=m MOM,= 1111010111 W90 111111110111 .1 . ■ ■ ■�� r 1_._.11. 0 0 mom IN ■ ■■� ■■ ■ ■■■ ■r■■ ■■■ ■■■■■■■■ ■■M ■ ■■■■ ■■Mm ■ ■■■■■■ ■ ■■u■ G, N Ln ii C➢ Ln n 1+00 N 0 w L 16 A � 58.00' � 1 13.93' • L9 N U 6.89' C CQ CC 62.00' WU LU H +� O 12.95' 6.5 I' O+ 12-50 02' 18" U ~O 143.64' J On f 50.00' n m Ln O+ o Lq MWi Ln O Ln I H n 23 1 +81 .72 EXISTING PP NO# - G�pE TOL 14 1+ 1.94 EXISTING VM 4 '. \ 20 t� s 1 +78.04 EXISTING FIRE _ SPRINKLER VALVE (2) , ' �� v S 0 �� O 14 1 +77.82 EXISTING BOLLARD z u� E_ 13 I +56. I OCL D/W �� lJ ' , I p �x O (W=41') • x O 16 t� INSTALL 4" 50LID YELLOW CENTERLINE FROM 1 +50 ELM\ ��' < , �x e0�'� 5LOVER AVE. NORTH 100'. O 16 � � �� p� ! 14 . 6' .9 m . O < L� INSTALL 4" YELLOW CENTERLINE PER CALTRAN5 + 1 +44.00 PRC lg2 9L 2G MANUAL FIG 6-1 , DETAIL I FROM 100' NORTH 53.07TC 52.39FL — 4 � Y 1� OF SLOVER AVE, TO 1 00'SOUTH OF 50YLE AVE. - ` Lv_ INSTALL 4" 50LID YELLOW CENTERLINE FROM 100' 'Z- — - \�� I SOUTH OF BOYLE AVE. THROUGH INTERSECTION ` ( — TO 100' EA5T OF INTERSECTION. EXISTING CURB * GUTTER I 1 +54.71 EXISTING F.H. I + 19.23 BCI QP 4 f 1 +55. 10 EX15TING WATER CAP MEET EXI5TING1 �G1 r Ln I +42.56 EXISTING WATER METER (52.89TC) (52.24FL) EXISTING CURB GUTTER cn 1+10 O 4 E n I +00 ELM I �J Q 16 a 0+50 18 YI. =I UNDERGROUND BENCHMARK: SERVICE TOP OF FIRE HYDRANT LOCATED AT THE CORNER OF ALERT 5LOVER AVENUE AND POPLAR AVENUE. Call Toll Free ELEV. 1052.64 1-800-227-2600 Two working days before you clic 5 3+00 3+50 PROFILE HORIZ. I" = 20' VERT. 1 " = 2' _ Q CONSTRUCTION NOTES Ln LU I— \ V I I I\LLIV Ik- L-/\I..JI IIVV VVI\V Y' VV I I LI\ PROPOSED E.O.P. r'� o pp 5AWCUT EXISTING AC PAVEMENT GRADE TO DRAIN ___7 ��. Icy) C' N Q3 INSTALL COMMERCIAL DM/ PER 58 CO. 5TD 125 (W= AS SHOWN) X TO BE RELOCATED I_A.TF ATE 15 TO BE REMOVED - `< 5INSTALL NO PARKING 51GN PER CALTRAN5 5TD R26 ! I th — i IQ REMOVE EX15TING W-56 SIGN f z W I® INSTALL W3 CURVE WARNING 51GN PER CALTRAN5 5TD. LLJ CURVE DATA - - - C1JRB- RETURN•-D/W :DATA 19 INSTALL W6 15 MPH SIGN PER CALTRAN5 STD. 0 R L T A 12G° 02'30" 58.00' 127.59' 1 13.93' B 120 53'33" 61 .00' 13.73' 6.89' C 230 33' 23" 62.00' 25.49' 12.95' H 140 50' 06" 50.00 12.95' 6.5 I' S CIVIL �P 12-50 02' 18" 70.001 15G.43' 143.64' J Om f 50.00' 1 20.56' I Ln o Lq MWi I JD 1 2 OF 2 Ln I ►n 1� LQ + Ln i + ! ! I I I i 1+50 2+00 2+50 7 I u 6 19 p CID — 18 a- uw Ln LLnn >1 z U O m O N 00 O co � + + • N O O N O Ln O + + O N X_r_® X— x R X_ 6 \ A S� q F 5 OCO " F • '.A_`d .• a?. - a ,d. �• ou .+• .• :0" CF' A d d . 23 1 +81 .72 EXISTING PP NO# - G�pE TOL 14 1+ 1.94 EXISTING VM 4 '. \ 20 t� s 1 +78.04 EXISTING FIRE _ SPRINKLER VALVE (2) , ' �� v S 0 �� O 14 1 +77.82 EXISTING BOLLARD z u� E_ 13 I +56. I OCL D/W �� lJ ' , I p �x O (W=41') • x O 16 t� INSTALL 4" 50LID YELLOW CENTERLINE FROM 1 +50 ELM\ ��' < , �x e0�'� 5LOVER AVE. NORTH 100'. O 16 � � �� p� ! 14 . 6' .9 m . O < L� INSTALL 4" YELLOW CENTERLINE PER CALTRAN5 + 1 +44.00 PRC lg2 9L 2G MANUAL FIG 6-1 , DETAIL I FROM 100' NORTH 53.07TC 52.39FL — 4 � Y 1� OF SLOVER AVE, TO 1 00'SOUTH OF 50YLE AVE. - ` Lv_ INSTALL 4" 50LID YELLOW CENTERLINE FROM 100' 'Z- — - \�� I SOUTH OF BOYLE AVE. THROUGH INTERSECTION ` ( — TO 100' EA5T OF INTERSECTION. EXISTING CURB * GUTTER I 1 +54.71 EXISTING F.H. I + 19.23 BCI QP 4 f 1 +55. 10 EX15TING WATER CAP MEET EXI5TING1 �G1 r Ln I +42.56 EXISTING WATER METER (52.89TC) (52.24FL) EXISTING CURB GUTTER cn 1+10 O 4 E n I +00 ELM I �J Q 16 a 0+50 18 YI. =I UNDERGROUND BENCHMARK: SERVICE TOP OF FIRE HYDRANT LOCATED AT THE CORNER OF ALERT 5LOVER AVENUE AND POPLAR AVENUE. Call Toll Free ELEV. 1052.64 1-800-227-2600 Two working days before you clic 5 3+00 3+50 PROFILE HORIZ. I" = 20' VERT. 1 " = 2' _ Q CONSTRUCTION NOTES Ln LU I— \ V I I I\LLIV Ik- L-/\I..JI IIVV VVI\V Y' VV I I LI\ PROPOSED E.O.P. r'� o pp 5AWCUT EXISTING AC PAVEMENT GRADE TO DRAIN ___7 ��. Icy) C' N Q3 INSTALL COMMERCIAL DM/ PER 58 CO. 5TD 125 (W= AS SHOWN) X TO BE RELOCATED I_A.TF ATE 15 TO BE REMOVED - `< 5INSTALL NO PARKING 51GN PER CALTRAN5 5TD R26 ! I th — i IQ REMOVE EX15TING W-56 SIGN f z W I® INSTALL W3 CURVE WARNING 51GN PER CALTRAN5 5TD. LLJ CURVE DATA - - - C1JRB- RETURN•-D/W :DATA 19 INSTALL W6 15 MPH SIGN PER CALTRAN5 STD. FIELD BOOK REF. MARK 0 R L T A 12G° 02'30" 58.00' 127.59' 1 13.93' B 120 53'33" 61 .00' 13.73' 6.89' C 230 33' 23" 62.00' 25.49' 12.95' H 140 50' 06" 50.00 12.95' 6.5 I' S CIVIL �P 12-50 02' 18" 70.001 15G.43' 143.64' J 230 33' 23" f 50.00' 1 20.56' 10.43' FIELD BOOK REF. MARK THATCHER ENGINEERING D 8 0 54'07" a e "�� & ASSOCIATES, INC. ' 18.30• � f, ki M LVI F� 345 5TH STREET, SUITE B 20.00' 14.14 REDLAND5, CA. 92374 _ FI _- rn (909) 748-7777 FAX (909) 748-7776 23.k' '' 13..15' -,G& 12A 9" ' ' 12/31/ 5 LAND PLANNING CIVIL ENGINEERING 13.04' S CIVIL �P 9TF LAND5CAPE ARCHITECTURE SURVEYING Gr CA L1 Melvin W. Thatcher, III R.C.E. 399G4 Exp. Dec 31, 2005 JOB NO. DATE PREPARED DESIGNED BY DRAWN BY 5HEET 54201 I I MWi I JD 1 2 OF 2 FIELD BOOK REF. MARK REV1510N5 I QU -i INSTALL STREET STRIPING PER CALTRAN5 STD. LU ©I INSTALL TYPE N- I UNDER W-57 LT PER 55 CO. 5TD. 306 FOR W/B TRAFFIC i © REMOVE EXISTING AC BERM EXISTING POWER POLE TO BE RELOCATED BY OTHERS L7ESTIMATE OF QUANTITIES 15 FOR PERMIT PURPOSES ONLY. CONTRACTOR 15 o2.2g.D2 RESPONSIBLE FOR OWN QUANTITIES. I PRELIMINARY SECTION ONLY -FINAL SECTION TO BE DETERMINED HIEF T FFIC DIVISION DATE C BY SOIL5 ENGINEER. COUNTY OF SAN BERNARDINO W.O. NO. DEPARTMENT OF PUBLIC WORKS 5TREET IMPROVEMENT PLANS ROAD NO. DESIGNED BY DRAWN BY CHECKED BY MWT JD LD Mk APPROVED BY 177750 BOYLE AVENUE FILE NO. SUBMITTED BY C.D.E A55T DIRECTOR OF TRANSPORTATION DATE STA 0+00 TO 3+50 1 54- 1 5 5 RECOM EN ESHEET OF IZL/APP BY CUP/W 154-103/00/APN:0237-041-1 5 3 ��Z % APPR DATE LAND DEV LOPMENT ENGR. DATE DIRECTOR OP TRANSPORTATION DATE 2 2 D 8 0 54'07" e0.00 t ! I-29;64' ' 18.30• E' 4010 3055" 20.00' 14.14 7.38' _ FI _- -66°.38'06" 20.-00' 23.k' '' 13..15' -,G& 12A 9" ' ' 20.00' 23.1 I' 13.04' REV1510N5 I QU -i INSTALL STREET STRIPING PER CALTRAN5 STD. LU ©I INSTALL TYPE N- I UNDER W-57 LT PER 55 CO. 5TD. 306 FOR W/B TRAFFIC i © REMOVE EXISTING AC BERM EXISTING POWER POLE TO BE RELOCATED BY OTHERS L7ESTIMATE OF QUANTITIES 15 FOR PERMIT PURPOSES ONLY. CONTRACTOR 15 o2.2g.D2 RESPONSIBLE FOR OWN QUANTITIES. I PRELIMINARY SECTION ONLY -FINAL SECTION TO BE DETERMINED HIEF T FFIC DIVISION DATE C BY SOIL5 ENGINEER. COUNTY OF SAN BERNARDINO W.O. NO. DEPARTMENT OF PUBLIC WORKS 5TREET IMPROVEMENT PLANS ROAD NO. DESIGNED BY DRAWN BY CHECKED BY MWT JD LD Mk APPROVED BY 177750 BOYLE AVENUE FILE NO. SUBMITTED BY C.D.E A55T DIRECTOR OF TRANSPORTATION DATE STA 0+00 TO 3+50 1 54- 1 5 5 RECOM EN ESHEET OF IZL/APP BY CUP/W 154-103/00/APN:0237-041-1 5 3 ��Z % APPR DATE LAND DEV LOPMENT ENGR. DATE DIRECTOR OP TRANSPORTATION DATE 2 2