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HomeMy WebLinkAbout4819-2PROPOSED CONSTRUCTION EXISTING WE'LY R/W CIL ELY R/W g' 12' 34' I 34' 12' 0.5' f6' I _ _ _ _ _ _ _ _ _ _ -7- - l ----------------------- — ---------_ EXISTING IMPROVEMENTS EXISTING IMPROVEMENTS I CYPRESS AVENUE -N.T.S. STA. 10+00.00 - STA. 10+68.84 STA. 13+00.00 - STA. 14+00.00 STA. 15+00.00 - STA. *16+00.00 STA. 19+50.00 - STA. 20+50.00 PROPOSED CONSTRUCTION EXISTING W'LY R/W CIL ELY R/W 46 46' VARIES 12'-17' VARIES 29'-34' 34' 12 0.5' f 12' EX. PAVEMENT ----------—�-�°�-- ----------- ------------ ------------r-.�- ----------------------------__ --___- _____- _ -- EXISTING IMPROVEMENTS ------------i I EXISTING IMPROVEMENTS I CYPRESS AVENUE N. T. S. STA. 11 +00.00 - STA. 13+00.00 STA. 14+00.00 - STA. 15+00.00 STA. 16+00.00 - STA 19+50.00 STA. 20+50.00 - STA.. 21+73.00 PROPOSED CONSTRUCTION EXISTING W'LY R/W CIL E'LY R/W 46' 46' VARIES 17'-26' VARIES 20'-28' 34' 12 0.5' 0' TO 14' ±12 EX. PAVEMENT SEE DETAIL1 nri ^111f6' ---------------------------------------------- - -------------------- 2%'_'------------------_ rf �i----G1�.�--�-- ----------- --— — — — — — — — — — — — — — — — — — — — — — -------�'i- --------------------� I EXISTING IMPROVEMENTS EXISTING IMPROVEMENTS r%_vvQ=e e e 11==1►= co 0 0 U N o I 12" AC CAP 8" AC BERM o �I • :-,.:'•... '•::I `— CLEAN SAND ACBERM WITH SAND BASE DETAIL H.,.s. E s N.T.S. STA. 21+7J.00 - STA. 23+20.00 CONSTRUCTION CIL _ 8' TO CONSTRUCTION CIL I UNLESS OTHERWISE SPECIFIED 1' MIN SAWCUT & REMOVE w � I 5' MIN OR AS DIRECTED GRIND EXIST. PAVEMENT TO 0.10' MIN DEPTH OVERLAY PAVEMENT TO 0.10' MIN DEPTH r-- MATCH EXISTING CL OVERLAY JOIN DETAIL — CYPRESS AVE U BASIS OF BEARING: p o O a THE BEARING NORTH OF THE CENTERLINE OF CYPRESS AVENUE AS SHOWN ON TRACT MAP NO. 16678-3 ON FILE IN BOOK 307, PAGES 77 TO 80 OF z MISCELLANEOUS -MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP.: • ,�. �.DIAL TWO WORKING BENCH MARK. BEFORE r DAYS BEFORE _ tip,.. L •ra -FOUND TOP OF FIRE HYDRANT NORTHEAST CORNER OF JURUPA YOU DIG A�� +, �'`;` YOU DIG AVENUE AND CYPRESS AVENUE. TOLL FREE y< ='..Y;. 1-800-227-2600 BENCH MARK NO. 534 ELEVATION = 1034:60 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. N.T.S. REVISION DESCRIPTION PROPOSED N'LY_ R/W I a VARIES 12'-34' r I I I PROPOSED N'LY_ R/W I i�--- 12 0.5� l VARIES 12'-34' I _ 46' PROPOSED S'LY R/W ±12 $ — e EX. PAVEMENT I — EXISTING GROUND ----------------------- I SANTA ANA AVENUE, 34' N.T.S. STA. 41+20.00 - STA. 43+40.00 CONSTRUCTION CIL 9' fs' PROPOSED S'LY R/W 46' i EXISTING GROUND - - - - - - - - - - - - - - - - - - - - - - - - - / - -- - - - I - - - - - - - - - - - - - - - - --- - - - - - SANTA ANA AVENUE N.T.S. STA. 43+40.00 -STA. 50+00.00 STAND RD.: PLAN STAND'A.RD PLANS FOR PUBLIC..'WORKS C-ON.STRUCTION . yMgrnic CURS AMP HlrET 4:UE to CONSTRUCTION CL -- ±12' TO CONSTRUCTION CIL UNLESS OTHERWISE SPECIFIED I 1' MIN 5' MIN OR AS DIRECTED SAWCUT & REMOVE GRIND EXIST. PAVEMENT TO 0.10' MIN DEPTH OVERLAY PAVEMENT TO 0.10' MIN DEPTH Lb NEW PAVEMENT MATCH EXISTING I PAVEMENT ---------- EXISTING PAVEMEN _ _ _ _ --- _ _ - - - - ���,� I o� 0 OVERLAY JOIN DETAIL — SANTA ANA AVE N.T.S. SHOULD CONSTRUCTION OF THE REQUIRED �bNog1 IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS �,D eRGpq ,RCseq� OF THE DATE OF APPROVAL SHOWN HEREON AND ti NO. C 070102 N 2 II I CARRIED FORTH IN A DILIGENT MANNER, THE CITY QP• os/ao�2ol0 E N G N E I N ENGINEER MAY REQUIRE REVISIONS TO THE PLANS * 2850Inlan Empire Boule Ord, Sul B, Ontario all tel 909.58 .0676 o fax 9 .581.0 o www, scoe TO BRING THEM INTO CONFORMANCE WITH STgT Civ►\- o�aP F OF CAFE STANDARDS IN EFFECT. DATE ENGR. CITY DATE - CONSTRUCTION NOTES: Q1 CONSTRUCT 7" MIN. A.C. OVER 12" MIN OF 957 COMPACTED NATIVE SUBGRADE. O2 CONSTRUCT 8" CONCRETE CURB & GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000 O5 CONSTRUCT 4" CONCRETE SIDEWALK PER C17Y OF FONTANA STD. PLAN NO. 1006 (W=VARIES) © CONSTRUCT 8" A.C. DIKE PER CITY OF FONTANA STD. PLAN NO. 1007 GRIND EXISTING PAVEMENT AND OVERLAY TO MATCH EXISTING PAVEMENT PER OVERLAY 10 JOIN DETAIL HERE ON 11 SAWCUT AND REMOVE EXISTING PAVEMENT PER OVERLAY JOIN DETAIL HERE ON Q CONSTRUCT 4-1/2" MIN. A.C. OVER 12" MIN OF 957 COMPACTED NATIVE SUBGRADE 91764 102 /p /_ � LL . atel DRAWN BY: DESIGNED BY: CHECKED BY: c N O 0 0' TO 14' rn 0 o I 12" AC CAP 8" AC BERM o �I • :-,.:'•... '•::I `— CLEAN SAND ACBERM WITH SAND BASE DETAIL H.,.s. E s N.T.S. STA. 21+7J.00 - STA. 23+20.00 CONSTRUCTION CIL _ 8' TO CONSTRUCTION CIL I UNLESS OTHERWISE SPECIFIED 1' MIN SAWCUT & REMOVE w � I 5' MIN OR AS DIRECTED GRIND EXIST. PAVEMENT TO 0.10' MIN DEPTH OVERLAY PAVEMENT TO 0.10' MIN DEPTH r-- MATCH EXISTING CL OVERLAY JOIN DETAIL — CYPRESS AVE U BASIS OF BEARING: p o O a THE BEARING NORTH OF THE CENTERLINE OF CYPRESS AVENUE AS SHOWN ON TRACT MAP NO. 16678-3 ON FILE IN BOOK 307, PAGES 77 TO 80 OF z MISCELLANEOUS -MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP.: • ,�. �.DIAL TWO WORKING BENCH MARK. BEFORE r DAYS BEFORE _ tip,.. L •ra -FOUND TOP OF FIRE HYDRANT NORTHEAST CORNER OF JURUPA YOU DIG A�� +, �'`;` YOU DIG AVENUE AND CYPRESS AVENUE. TOLL FREE y< ='..Y;. 1-800-227-2600 BENCH MARK NO. 534 ELEVATION = 1034:60 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. N.T.S. REVISION DESCRIPTION PROPOSED N'LY_ R/W I a VARIES 12'-34' r I I I PROPOSED N'LY_ R/W I i�--- 12 0.5� l VARIES 12'-34' I _ 46' PROPOSED S'LY R/W ±12 $ — e EX. PAVEMENT I — EXISTING GROUND ----------------------- I SANTA ANA AVENUE, 34' N.T.S. STA. 41+20.00 - STA. 43+40.00 CONSTRUCTION CIL 9' fs' PROPOSED S'LY R/W 46' i EXISTING GROUND - - - - - - - - - - - - - - - - - - - - - - - - - / - -- - - - I - - - - - - - - - - - - - - - - --- - - - - - SANTA ANA AVENUE N.T.S. STA. 43+40.00 -STA. 50+00.00 STAND RD.: PLAN STAND'A.RD PLANS FOR PUBLIC..'WORKS C-ON.STRUCTION . yMgrnic CURS AMP HlrET 4:UE to CONSTRUCTION CL -- ±12' TO CONSTRUCTION CIL UNLESS OTHERWISE SPECIFIED I 1' MIN 5' MIN OR AS DIRECTED SAWCUT & REMOVE GRIND EXIST. PAVEMENT TO 0.10' MIN DEPTH OVERLAY PAVEMENT TO 0.10' MIN DEPTH Lb NEW PAVEMENT MATCH EXISTING I PAVEMENT ---------- EXISTING PAVEMEN _ _ _ _ --- _ _ - - - - ���,� I o� 0 OVERLAY JOIN DETAIL — SANTA ANA AVE N.T.S. SHOULD CONSTRUCTION OF THE REQUIRED �bNog1 IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS �,D eRGpq ,RCseq� OF THE DATE OF APPROVAL SHOWN HEREON AND ti NO. C 070102 N 2 II I CARRIED FORTH IN A DILIGENT MANNER, THE CITY QP• os/ao�2ol0 E N G N E I N ENGINEER MAY REQUIRE REVISIONS TO THE PLANS * 2850Inlan Empire Boule Ord, Sul B, Ontario all tel 909.58 .0676 o fax 9 .581.0 o www, scoe TO BRING THEM INTO CONFORMANCE WITH STgT Civ►\- o�aP F OF CAFE STANDARDS IN EFFECT. DATE ENGR. CITY DATE - CONSTRUCTION NOTES: Q1 CONSTRUCT 7" MIN. A.C. OVER 12" MIN OF 957 COMPACTED NATIVE SUBGRADE. O2 CONSTRUCT 8" CONCRETE CURB & GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000 O5 CONSTRUCT 4" CONCRETE SIDEWALK PER C17Y OF FONTANA STD. PLAN NO. 1006 (W=VARIES) © CONSTRUCT 8" A.C. DIKE PER CITY OF FONTANA STD. PLAN NO. 1007 GRIND EXISTING PAVEMENT AND OVERLAY TO MATCH EXISTING PAVEMENT PER OVERLAY 10 JOIN DETAIL HERE ON 11 SAWCUT AND REMOVE EXISTING PAVEMENT PER OVERLAY JOIN DETAIL HERE ON Q CONSTRUCT 4-1/2" MIN. A.C. OVER 12" MIN OF 957 COMPACTED NATIVE SUBGRADE 91764 102 /p /_ � LL . atel DRAWN BY: DESIGNED BY: CHECKED BY: CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN CYPRESS & SANTA ANA AVENUE SCALE: AS SHOWN TYPI AL SECTIONS DATE: &/DETAILS OCTOBER, 2009 APPRO BY: DRAWING N0. 2 tCnY`SGINEER R.C.E. 51152 DATE - 4819 5