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HomeMy WebLinkAbout4695-11030 O M 0 ao 00 qT — TOP FUTURE CURB 40' LT OF rL v O DD O 01 O O +1.45% a'- ..� —_ O N 0 1030 O N +1.45% loo 0) 0 VI W 0 0 O O M 0 aD +1.45% Lo O t A - - 45 0 OD EXISTING EP cv rn 12' N. OF ro a O O N O ti O U CD 0 W O N TOP FUTURE CURB ODD 40' RT OF0 N EXISTING EP _ M +o M 14'SOFCt a ®— o CD '` 0 0 + N O > CID O _ d' - OOD0 N0 m > 0 M w . - _ m + + ® N + M 00 0 --- M — I` O tF QO O a + M --- - -- - - - _ + o - -T - -- -! -- - - -- � 2 00 VC pp 4-, sC Y-- - --�-- - t- .----- _-,-- -- -- j- - ---- 46 47 48 SAN BERNARDINO FWY mO cn X O + N O I"= 4' 0 O �- ROAD NO. 760800 o M o + N m - w M � 0 dm' m 0 I.. N a c0 0 Olw - 200' VC O _ W m O W U m 0 o w 04 p d to .o EXISTING CC 0 o tO FUTURE OO _,�- -- m I -It a � W Q a U s a W a -1 a + M 0- a ti N a 00 a .., 1` w N a O J > III N 0- a a 10 N (n a 2cmc CONST. CURB & GUTTER (t0 -— t ' O j O (D N N + M O N I OD® N TO CREATE FLOW _O M ti M O I + OD O R/W + ® d I FUTURE R/W-,,.. ®0.115 200' VC ��• 9 f FUTURE R/W TOP FUTURE CURB ODD 40' RT OF0 N EXISTING EP _ M +o M 14'SOFCt a ®— o CD '` 0 0 + N O > CID O _ d' - OOD0 N0 m > 0 M w . - _ m + + ® N + M 00 0 --- M — I` O tF QO O a + M --- - -- - - - _ + o - -T - -- -! -- - - -- � 2 00 VC pp 4-, sC Y-- - --�-- - t- .----- _-,-- -- -- j- - ---- 46 47 48 �������ir�iiS•��SS �r� w�. - . • ���SS``=SSs�r�r SSS SS ::S S SSSS�.S•-� 5..� SiS-�. SS S ' • STS �S S,� S o.� • S ., • 0 to S M ` ` �• S S • • • S .. .... .. . • . • 01 • � �S • • • ,I _ SMEO• • . ��S • SS ...5 S� S 50 PROFILE_ SAN BERNARDINO FWY O cn X I"=40 1 w O p = I"= 4' 0 rn �- ROAD NO. 760800 o N _ ici- O m - w > p p W z H I.. N a c0 0 W H o O Z O Z W m O W U m 0 o w H d w to �������ir�iiS•��SS �r� w�. - . • ���SS``=SSs�r�r SSS SS ::S S SSSS�.S•-� 5..� SiS-�. SS S ' • STS �S S,� S o.� • S ., • 0 to S M ` ` �• S S • • • S .. .... .. . • . • 01 • � �S • • • ,I _ SMEO• • . ��S • SS ...5 S� S 50 PROFILE_ SAN BERNARDINO FWY O cn HOR. I"=40 1 at O p VERT. I"= 4' 0 1.- N ROAD NO. 760800 o H cm\I O o - w > o �j ZO = z rn N rn N 0 O c0 0 W v+ °D O Z O O U z z p W M W p 0 ~ D O U � � w to N I N I fr U 51 SAN BERNARDINO FWY O cn at O p p� w 0 1.- M ROAD NO. 760800 o H cm\I O o - +d• > o �j ZO m z 0� [� o c0 0 W v+ _ O Z N m U a. tt M W O O O D O U Z Z w to 0 o= Q U Z W 11.1 m I -It a 0 W Q a ti s a W a -1 a I" V7 COUNTY STANDARD NO.109 0- a ti N 52 VICINITY MAP NO SCALE OWNER: A. BAIMA, INC. 1313 E. ST. GERTRUDE PL. SANTA ANA, CA 92705 714 540-8072 PLAN I° x40' JOHN M LELAND R.C.E. NO. 28528 1845 ANAHEIM AVE. 12B COSTA MESA, CALIFORNIA 92627 0.z4la , DATE ?9 714 646-3767 FIELD OK REF U 0 W I '77t- 1 Ll _ _-- GENERAL NOTES t ----i -_ 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND STANDARDS AND SPECIFICATIONS ' -— __ OF THE COUNTY OF SAN BERNARDINO.- 0 - _ _— - 2. A PERMIT FROM THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT WILL BE = 0 -- REQUIRED PRIOR TO THE BEGINNING OF ANY WORK OR CONSTRUCTION WITHIN THE COUNTY OD -- RIGHT OF WAY OR EASEMENT.- — - -+ - - 0 -- 3. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND (AND TELEPHONE OR POWER POLES, WATER-- — METERS, VALVES, HYDRANTS, ETC.) SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE -' -- LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE - -- ` - �- 0 - - - — DONE SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT. IT SHALL BE THE OWNER'S RESPONSIBILITY TO - -' - NOTIFY ALL AGENCIES CONCERNED. -_ - + _4 .-- 4. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THEE CONTRACTOR TO CONSTRUCT - — -=THE WORK T THE PLAN GRADES. --- -- e -. _ N - -- t B. M. NO. 345 P. K. NAIL IN PP NO. 1858925E N.E. CORNER SLOVER AND HEMLOCK ELEV. 1031.04 SOUTH SIDE NOT PART R/W R/W I OF THIS IMPROVEMENT L- 104` 52 `J. 52' 12' 40 40' 12' 6'• 6" 10 12' 12' ± 14't SLOPE 1/4":1' is JOINT EXIST'G 4 TYP. PAVEM'T 0.20' AC PAVEMENT SIDEWALK CURB 8E GUTTER ON NATIVE SOIL COUNTY STD NO. 109, / COUNTY STD NO. 115 SLOPE VARIES 1.50% TO 2.00% TYPICAL SECTION NOTE: AREA TO BE PAVED. FEATHER 2' MIN. OVER EXISTING PAVING. SAN BERNARDINO FWY O '_ p O p p� ' 0 1.- M ROAD NO. 760800 o M co O o o +d• > W �j ZO d w ci z 0� CDci z c0 0 v+ _ O Z m t- of tt M W pZ 0 O O D O U 0 o to I o ti Q CONST. SIDEWALK PER Na:F- I -It a N Q s a W a -1 a I" V7 COUNTY STANDARD NO.109 0- a ti N a 00 a .., 1` w N a O J O J III N 0- a a 10 N (n a CONST. CURB & GUTTER t ' PAVE OVER DRIVE APRON PER COUNTY STANDARD I TO CREATE FLOW I R/W I I FUTURE R/W-,,.. ®0.115 ��• 9 f FUTURE R/W A° I I I 1 SIDEWALK I I o• I�Go°• AC DIKE EXISTING FENCE ---,,,EXISTING FENCE EXISTING R/W 2s°i° FLOW EXISTING R/W GRADE TO DRAIN tom' GRADE TO DRAIN 45 M _ 46 47 48 + + 61 °� +' M - N N 52 + STA 49+20 STA 50.30L I VER d' ��' R� �� ti0• M 35 GUIDE MARKERS PER COUNTY %M STD. NO. 304 iv SEP EXISTING R/W FUTURE R/W VICINITY MAP NO SCALE OWNER: A. BAIMA, INC. 1313 E. ST. GERTRUDE PL. SANTA ANA, CA 92705 714 540-8072 PLAN I° x40' JOHN M LELAND R.C.E. NO. 28528 1845 ANAHEIM AVE. 12B COSTA MESA, CALIFORNIA 92627 0.z4la , DATE ?9 714 646-3767 FIELD OK REF U 0 W I '77t- 1 Ll _ _-- GENERAL NOTES t ----i -_ 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND STANDARDS AND SPECIFICATIONS ' -— __ OF THE COUNTY OF SAN BERNARDINO.- 0 - _ _— - 2. A PERMIT FROM THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT WILL BE = 0 -- REQUIRED PRIOR TO THE BEGINNING OF ANY WORK OR CONSTRUCTION WITHIN THE COUNTY OD -- RIGHT OF WAY OR EASEMENT.- — - -+ - - 0 -- 3. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND (AND TELEPHONE OR POWER POLES, WATER-- — METERS, VALVES, HYDRANTS, ETC.) SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE -' -- LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE - -- ` - �- 0 - - - — DONE SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT. IT SHALL BE THE OWNER'S RESPONSIBILITY TO - -' - NOTIFY ALL AGENCIES CONCERNED. -_ - + _4 .-- 4. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THEE CONTRACTOR TO CONSTRUCT - — -=THE WORK T THE PLAN GRADES. --- -- e -. _ N - -- t B. M. NO. 345 P. K. NAIL IN PP NO. 1858925E N.E. CORNER SLOVER AND HEMLOCK ELEV. 1031.04 SOUTH SIDE NOT PART R/W R/W I OF THIS IMPROVEMENT L- 104` 52 `J. 52' 12' 40 40' 12' 6'• 6" 10 12' 12' ± 14't SLOPE 1/4":1' is JOINT EXIST'G 4 TYP. PAVEM'T 0.20' AC PAVEMENT SIDEWALK CURB 8E GUTTER ON NATIVE SOIL COUNTY STD NO. 109, / COUNTY STD NO. 115 SLOPE VARIES 1.50% TO 2.00% TYPICAL SECTION NOTE: AREA TO BE PAVED. FEATHER 2' MIN. OVER EXISTING PAVING. SAN BERNARDINO FWY SLOVER SITE COUNTY RAO OF SAN BERNARDINO DEPARTMENT SLOVER AVE. LIVE OAK HEMLOCK F®NTANA AREA INDEX NO. 150-104 0 Y Y ROAD NO. 760800 DESIGNED BY I. LELAND O0 0 O 150-151 W p > W COUNTY ENGINEER DATE VICINITY MAP NO SCALE OWNER: A. BAIMA, INC. 1313 E. ST. GERTRUDE PL. SANTA ANA, CA 92705 714 540-8072 PLAN I° x40' JOHN M LELAND R.C.E. NO. 28528 1845 ANAHEIM AVE. 12B COSTA MESA, CALIFORNIA 92627 0.z4la , DATE ?9 714 646-3767 FIELD OK REF U 0 W I '77t- 1 Ll _ _-- GENERAL NOTES t ----i -_ 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN AND STANDARDS AND SPECIFICATIONS ' -— __ OF THE COUNTY OF SAN BERNARDINO.- 0 - _ _— - 2. A PERMIT FROM THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT WILL BE = 0 -- REQUIRED PRIOR TO THE BEGINNING OF ANY WORK OR CONSTRUCTION WITHIN THE COUNTY OD -- RIGHT OF WAY OR EASEMENT.- — - -+ - - 0 -- 3. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND (AND TELEPHONE OR POWER POLES, WATER-- — METERS, VALVES, HYDRANTS, ETC.) SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE -' -- LIMITS OF THIS DEVELOPMENT OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE - -- ` - �- 0 - - - — DONE SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY TRANSPORTATION DEPARTMENT. IT SHALL BE THE OWNER'S RESPONSIBILITY TO - -' - NOTIFY ALL AGENCIES CONCERNED. -_ - + _4 .-- 4. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THEE CONTRACTOR TO CONSTRUCT - — -=THE WORK T THE PLAN GRADES. --- -- e -. _ N - -- t B. M. NO. 345 P. K. NAIL IN PP NO. 1858925E N.E. CORNER SLOVER AND HEMLOCK ELEV. 1031.04 SOUTH SIDE NOT PART R/W R/W I OF THIS IMPROVEMENT L- 104` 52 `J. 52' 12' 40 40' 12' 6'• 6" 10 12' 12' ± 14't SLOPE 1/4":1' is JOINT EXIST'G 4 TYP. PAVEM'T 0.20' AC PAVEMENT SIDEWALK CURB 8E GUTTER ON NATIVE SOIL COUNTY STD NO. 109, / COUNTY STD NO. 115 SLOPE VARIES 1.50% TO 2.00% TYPICAL SECTION NOTE: AREA TO BE PAVED. FEATHER 2' MIN. OVER EXISTING PAVING. COUNTY RAO OF SAN BERNARDINO DEPARTMENT SLOVER AVE. LIVE OAK HEMLOCK F®NTANA AREA INDEX NO. 150-104 W. o. No. ROAD NO. 760800 DESIGNED BY I. LELAND DRAWN BY J. LELAND CHECKED BY APPROVED BY 150-151 SUBMITTED BY _ Q.D.E. ASST COUNTY ENGR-ROADS DATE RECOMMENDED/ P �•14�19 ASST. ROAD COM STONER-ENBR. DATE SHEET 1 of I COUNTY ENGINEER DATE