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HomeMy WebLinkAbout2918-13O to E-+ w 25+00 r J7`r O -r Underground Service Alert �EFo�E Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG SEE SHT 18 REFERENCE PLANS 26+00 Mo OF Al w� 27+00 0 m CJ w DIST COUNTY ROUTE 08 SBd 66 KILOMETER POST TOTAL PROJECT 17.49/19.84 SHEEP I TOTAL No SHEETS e tric STREET CONSTRUCTION NOTES � &-CONSTRUCT CALTRANS STD. A87 CURB &GUTTER + TYPE A2-200 2.1-19m Q -CONCRETE SIDEWALK PER LANDSCAPE PLANS (N.A.P.) 22.841 3O --CONSTRUCT CALTRANS STD. NSP A88A CURB RAMP m 2. 19mfl- 4�SAWCUT 0.609m [2.0'] FROM EXIST. EDGE OF PAVEMENT 16.469m 5 -CONSTRUCT VARIABLE PAVEMENT THICKNESS AC OVERLAY 9. I L1 11 F/. 4 .,%II 1 0. 1 9 f 1 r I LLQ O.C� I (D��--REMOVE EXISTING WOOD BARRIER E @_CONSTRUCT BUS BAY PER DETAIL ON SHEET 2 © G11ADJUST TO GRADE EXIST. WATER VALVE BOX AND COVER 20.00m @-GRIND EXISTING AC PAVEMENT TO PROVIDE 25mm [1"] 7-71 MINIMUM AC OVERLAY (REFER TO DET. "A" ON SHEET 2 1.211m 13 REPLACE AC PAVEMENT PER APWA STD. PLAN N0. 133-1 OD 6)_RELOCATE EXIST. FIRE HYDRANT (AS SHOWN) 20.00m @-:1-RELOCATE EXIST. WATER METER (AS SHOWN) 1 4.422m 35 CONSTRUCT 19mm THICK OPEN GRADED AC CAP 2.220m INSTALL--150mm (6") PVC SCH 40 CONDUIT SLEEVE � 1� �36 SCALL 39 REMOVE EXIST. GUARD POST HORIZ. 1:500 m"- @__REMOVE EXIST. SD RISER VERT. 1:50m 48 CONSTRUCT DRAINAGE INLET TYPE OS PER CALTRANS CAL1E.M.R. STANDARD PLAN N0. D72; CURB OPENING L PER PLAN 51 CONSTRUCT GUTTER DEPRESSION, INLETS ON GRADE PER CALTRANS STANDARD PLAN N0. D78 �. 1$ • o Z @-CONSTRUCT SIDE DRAIN INSTALLATION CONNECTION PER APPROVEr. G'c� SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT FILE SH T. N0. N0. S.P. 187A, SEE SHEET 2 DATE _T (9 -PLUG CULVERT INLET w/ BRICK &MORTAR SEAL ITY ENGINEER RCE #51152 @-CONSTRUCT 610mm [24"] RCP STORM DRAIN LATERAL; 13 OF 45 SEE PROFILE FOR D LOAD 9.0 FXIS N F1 ISH MADE P% r% C) � � � � � o 15,8 Of N 0 CL , � 00 N + 00 Cn + (D 00 � N 0 + N .�. 0! (D • L CDCD �+ + of --�- n�`� Q J J F- 1 W w w - (D r� U v �- _j w f- cn _J wx.337 �j (n w - o w w 7410.5 .496 0 4% _ 0. 36% 0.113 -0.106%T 0.337% v 1.1 oo U ~ U �- .P_ r 0 0 I m w Ft N 0 1— 0 0 m T- 0 d- rn p, r- � r 0 o 00 LO �`� 1� �''� • rh (D r) (D v j i j �+ N N r�. N PR0 -o o� w °�4 �4. T 0 CU B Q°4 ° ° Q U) 1e.4ean to vi ,Ll - LO + 00 ffRIRE CL PR Fl _d- 0o of Nn 0) (D .337 a -- - --- - - w v v w - - --- - - - - - - --- --7-7 w I I I L000/1 I ----I i LL - 25+00 r J7`r O -r Underground Service Alert �EFo�E Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG SEE SHT 18 REFERENCE PLANS 26+00 Mo OF Al w� 27+00 0 m CJ w DIST COUNTY ROUTE 08 SBd 66 KILOMETER POST TOTAL PROJECT 17.49/19.84 SHEEP I TOTAL No SHEETS e tric STREET CONSTRUCTION NOTES � &-CONSTRUCT CALTRANS STD. A87 CURB &GUTTER + TYPE A2-200 L Q -CONCRETE SIDEWALK PER LANDSCAPE PLANS (N.A.P.) C1� 3O --CONSTRUCT CALTRANS STD. NSP A88A CURB RAMP � CASE E. 10.500m 4�SAWCUT 0.609m [2.0'] FROM EXIST. EDGE OF PAVEMENT 16.469m 5 -CONSTRUCT VARIABLE PAVEMENT THICKNESS AC OVERLAY 10.475m @)-CONSTRUCT 0.195m [7.7"] AC OVER © 0.165m [6.5"] AB 10.500m 8a -STREET LIGHT 22,000 LUMENS H.P.S. V. (BY S.C.E.) 16.500m (D��--REMOVE EXISTING WOOD BARRIER E @_CONSTRUCT BUS BAY PER DETAIL ON SHEET 2 © G11ADJUST TO GRADE EXIST. WATER VALVE BOX AND COVER 20.00m @-GRIND EXISTING AC PAVEMENT TO PROVIDE 25mm [1"] 7-71 MINIMUM AC OVERLAY (REFER TO DET. "A" ON SHEET 2 1.211m 13 REPLACE AC PAVEMENT PER APWA STD. PLAN N0. 133-1 OD 6)_RELOCATE EXIST. FIRE HYDRANT (AS SHOWN) 20.00m @-:1-RELOCATE EXIST. WATER METER (AS SHOWN) 1 4.422m 35 CONSTRUCT 19mm THICK OPEN GRADED AC CAP 2.220m INSTALL--150mm (6") PVC SCH 40 CONDUIT SLEEVE � 1� �36 &_-ADJUST TO GRADE EXIST. MANHOLE SCALL 39 REMOVE EXIST. GUARD POST HORIZ. 1:500 m"- @__REMOVE EXIST. SD RISER VERT. 1:50m 48 CONSTRUCT DRAINAGE INLET TYPE OS PER CALTRANS CAL1E.M.R. STANDARD PLAN N0. D72; CURB OPENING L PER PLAN 51 CONSTRUCT GUTTER DEPRESSION, INLETS ON GRADE PER CALTRANS STANDARD PLAN N0. D78 �. 1$ • o Z @-CONSTRUCT SIDE DRAIN INSTALLATION CONNECTION PER APPROVEr. G'c� SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT FILE SH T. N0. N0. S.P. 187A, SEE SHEET 2 DATE _T (9 -PLUG CULVERT INLET w/ BRICK &MORTAR SEAL ITY ENGINEER RCE #51152 @-CONSTRUCT 610mm [24"] RCP STORM DRAIN LATERAL; 13 OF 45 SEE PROFILE FOR D LOAD CURVE DATA TABLE O A R ■■��Hal I ID :iilipnan Inc. morA Civil Engineering •Planning •Surveying -Public Works 420 Exchange, Suite 100, Irvine, CA 92602-1301 - (714)665-4500 PREPARED UNDER THE SUPERVISION OF: q4-- P_V_� L Lnto.Q2op T AO 89'51'54" 10.500m [34.45] 16.469m [54.03'] 10.475m [34.37] © 90.02'19" 10.500m [34.45'] 16.500m [54.13'] 10.507m [34.47'] © 6'55'47" 20.00m [65.62'] 2.419m [7.94'] 1.211m [3.97'] OD 12'40'07" 20.00m [65.62'] 1 4.422m [14.51] 2.220m [7.28'] 10 w0 0 _ Ln cv �� 11� 370 c M7r-,,-� J ��� EXIST. CURB 1� c _,, ai r a' ai d -- L �• r, CURB RAMP PER CALTRANS �� STD. PLAN NO. A88A o �' N o J. �. % CAS C o q� `,r -� 1 -' '0 "c� ANDA DIRECTED-' GRAPHIC SCALE � E N CO j �4� ( IN METERS ) •93,_ 10 0 5 10 20 30 40 50 J BUUDTTONYOTHPSIDES - � 1 . 500m 0 DETAIL NOTB: ALL DBMMONS ARB IN ItI UNLRSS SSOWN OTHERME. E N.T.S. FOR REDUCED PLANS ORIGINAL o 20 40 60 80 0 � SCALE IS IN -r-�.. zz co z-_ ■■��Hal I ID :iilipnan Inc. morA Civil Engineering •Planning •Surveying -Public Works 420 Exchange, Suite 100, Irvine, CA 92602-1301 - (714)665-4500 PREPARED UNDER THE SUPERVISION OF: q4-- P_V_� a_ a; Lnto.Q2op LEGEND ©" oCO Q�0� UITY OF Clls PORNU cm -2 O pT CU. AC PAVEMENT12 C:o REVISIONS APPROVAL DATE APPROVAL Z �o cc�Cd' SCALE: cv �,G a AC OVERLAY < Q ,mlrrCn� No. 46158 m 12-31-2006 A.N. II OO BOULEVAPZ- ROUTE 66 AS SHOWN 10 w0 0 _ Ln cv �� 11� 370 c M7r-,,-� J ��� EXIST. CURB 1� c _,, ai r a' ai d -- L �• r, CURB RAMP PER CALTRANS �� STD. PLAN NO. A88A o �' N o J. �. % CAS C o q� `,r -� 1 -' '0 "c� ANDA DIRECTED-' GRAPHIC SCALE � E N CO j �4� ( IN METERS ) •93,_ 10 0 5 10 20 30 40 50 J BUUDTTONYOTHPSIDES - � 1 . 500m 0 DETAIL NOTB: ALL DBMMONS ARB IN ItI UNLRSS SSOWN OTHERME. E N.T.S. FOR REDUCED PLANS ORIGINAL o 20 40 60 80 0 � SCALE IS IN MILLIMETERS ' ' ■■��Hal I ID :iilipnan Inc. morA Civil Engineering •Planning •Surveying -Public Works 420 Exchange, Suite 100, Irvine, CA 92602-1301 - (714)665-4500 PREPARED UNDER THE SUPERVISION OF: q4-- P_V_� a_ a; oCO Q RpF ESS/0 Nq` UITY OF Clls PORNU rn .- O 1 SW AT CURB RETURN, WCR DETAIL, •oY CONST. NOTE 36 0 C:o REVISIONS APPROVAL DATE APPROVAL DATE ELIZER M. RUI .E. NO. 46158 SCALE IS IN MILLIMETERS ' ' EA 31790 0 a_ a; oCO Q RpF ESS/0 Nq` UITY OF Clls PORNU rn .- O C:o SCALE: ELIZER M. RUIZ z DRAWN BY STREET WROVKHENTS C N No. 46158 m 12-31-2006 A.N. II OO BOULEVAPZ- ROUTE 66 AS SHOWN CiiD d DESIGPN�ED BY ap 0 9� clvll_ �P OF U+50 27+50 DATE: 1 N CHECKED BY CAL1E.M.R. �. 1$ • o Z JOB NO. APPROVEr. G'c� Gl R. NO. SH T. N0. 0) m DATE _T 99089 ITY ENGINEER RCE #51152 DATE is _ 13 OF 45 � M U) ,� '„�;` � ® _W=e,