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HomeMy WebLinkAbout3372-3w T. ROFILE SCALES HORIZ. 1 "=40' VERT. 1" 4' 18+00 19+00 20+00 21+00 22+00 23+00 31+00 32+00 33+00 34+00 35+00 36+00 �Y FES% A. `�iZ W CC 25917 z r; cc EXPIRES _ T _12/31/09 rl-\ -_ J % F r _f S LJ BASELINE AVENUE W 3 J FUTURE IMPROVEMENTS ¢ ¢ t PE DWG. NO. 3063 m z_ _. J J (n >- 30 i w ¢ _ ¢ o ��I N m CD CD _ 1. I z LJ (off') INT. 34 36.03 SULTANA AVENUE m rn w. o r7 N �� �) �'r?o = STA. 00.0 O IET COURT + + o 10+ 0 y' LO EXISTING IMPROVEMENTS z EXIST. RW _._ y / J o X~ mo16 i3 B A S E L_ I N E AVENUE DWG. 3017964 EXIST. R%W 7 .._. , ` = PROPOSED 7 > 'CD �' n 15 c� N _._ + ww P7,; pPR E.P.E P 5 I EXISTING IMPROVEMENTS �' Z� x`tio•.7 N FUTURE IMPROVEMENTS._.._ ---L PER TRACT 15964-1 1 �o ;% o - — — — -- µ v PER DWG NO. 3063 — — — DWG. N0. 3021 '`` o � � w c� Y � ..�; -� - --� -- _� -- ®--- �.�` 07Tj"� J > i 66' 00` Aq6+0 - 13 3 w�'' (3j 18+0o 12, 1100 II - 2 62k12FL . 83, 4, _. ,-� � 4 LIMITED 9+00 (6,3 ( '' USE AREA �- �- _. _. . C:�. 4 FUTURE C&G 85 T 59• 57.98 TC 84.02 �, - 6fr87 ,� \ N _ 1 _ 1 C 4 53 TRACT' BOUNDARY & R/W Z '' 2 �� 3 \ 5 BY OTHERS C �Y C � 10*42.95 ECR u ' _�`'� 10+43.05 BCR \ i63. 8 F 6 4gT '` LINE OF SIGHT . -� ( I I 57.31 FL w S I o �- _ LINE OF SIGHT c� \ 6`382F( 6 �� L=119.22 :4 _ "- `ti o ¢ J v F- v LINE OF SIGHT �— __ g t-25.77 ^� FUTURE STREET I I I I z F- / 3 N �- -� \ N 5. 6 580 11 A 11 o a Z w 00 c� M o PROPOSED R W m N , o g4. ,E 8 LIGHT BY OTHERS _ _C)f Z LIMITED w LIMITED m Y 60 66 \ \ Mo z m c i �J ,.F° USE AREA � _% 1 o USE AREA 1 F 2 FUTURE STREET ` 21 6 N — o ,f 25' 2' 1w'2 ..- v o rn N PROP. R W 00 8 N I I (LIGHT BY OTHERS / 11 69.11 TC + cn ¢ N 18' 18 ` z "' I o0 68.44FL FUTURE C & G I I I "' w I� w �' / r_j B _ 22+00 N00 00'50"W BY OTHERS �'' 13 ""�� I II`D `o �JJ ,J� 82.00 JOLIET COURT PROP. R/W BASELINE AVENUE SEE SHEET 2 FUTURE INT. + PDWG IMPROVEMENTS 3063 23 26.56 ORLANDO DRIVE r _ (o EXISTING IMPROVEMENTS = STA. 145+33.92 BASELINE AVENUENA AVV NU IL J r� ( J 1 J J /�-J J rn / PER TRACT 15964-1 \ � DWG. N0. 3021 CONSTRUCTION NOTES 22 CONSTRUCT X -GUTTER PER STD. PLAN NO. 105 (MODIFIED W=8') w I i 33 - CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 ILA4 _ CONSTRUCT SIDEWALK PER STD. PLAN NO. 1015 30' 55 CONSTRUCT 4" MIN. A.C. PAVEMENT OVER 12" COMPACTED NATIVE MATERIAL 4 � E) SAWCUT AND REMOVE EXISTING PAVEMENT AND JOIN WITH NEW PAVEMENT Underground Service Alert N AS SHOWN PER DETAIL ON SHEET 1 CURVE DATA N REMOVE N BAS E I:_I N E AVENUE 8 CONSTRUCT EXISTING"CURB &P GUTTER PER STD. PLAN NO. 1003 LEGEND: �AVEMENT gEFOoE Y°Ga Call: TOLL FREE X � 0 DELTA RADIUS LENGTH TANGENT w FUTURE IMPROVEMENTS 9 INSTALL STREET NAME SIGN PER STD. DETAIL NO. 139 1 -800 PER DWG NO. 3063 10 CONSTRUCT 6" TO 8" C.F. TRANSITION (REFER TO STD. PLAN NO. 1003) ` A.C. PAVEMENT REMOVAL OA 15°03'28" 828.00' 217.60' 109.43' /I!! 227-2600 11 CONSTRUCT 4.5 MIN. A.C. PAVEMENT OVER 12 COMPACTED NATIVE MATERIAL SCALE: 1 = 40 12 INSTALL R1 STOP SIGN ON STREET NAME SIGN POLE (REFER TO STD. DETAIL NO. 139) © 15°07'48" 850.00' 224.46' 112.89' 13 INSTALL 5800 LUMEN H.P.S.V 7 25' HIGH STREET LIGHT PER STD. PLAN NO 1016. Two WORKING oars �, � � '. A.C. PAVEMENT OVERLAY BEFORE YOU DSO 15 GRIND EXISTING PAVEMENT 0.10 (MIN.) AND OVERLAY WITH A.C. PAVEMENT © 90°04'00" 25.00' 39.30' 25.03' 16 INSTALL 9500 LUMEN H.P.S.V. #10, 25' HIGH STREET LIGHT PER STD. PLAN N0. 1016 0 20' 40' 80' 120' 160' D 89°56'00" 25.00' 39.24' 24.97' OWNER / DEVELOPER: BENCHMARK:SEAL-ENGINEER SS CSL ENGINEERING INC. CITY OF FO N TA N A, CALIFORNIA CITY B.M. N0. 361 OB.- 1365.00 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTSNEWWEST NOT COMIMZNCE WITHIN TWO YEARS OF THE DATE OF ��PoOFA. S -1"- 11651 STERLING AVENUE, SUITE E P� �i F RIVERSIDE CALIFORNIA 92503 DRAWN! BY: SCALE: APPROVAL SHOWN HEREON AND CARRIED FORTH INA �� 9 ' STREET IMPROVEMENT PLAN NAIL IN POLE #1536697E �2 �' (909) 785-5122 * FAX (909) 785-5180 , PROPERTIES S.W. CORNER SULTANA & BASELINE DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE w - m SE TRACT 16380N. 25917 m 1 =40 REVISIONS TO THE PLANS TO BRING THEM INTO * Exp.12/31/05 *I DESIGNED BY: ORLANDO DRIVE & S TOA AVENUE DATE: 369 SAN MIGUEL DRIVE SUITE 375-A CONFORMANCE WITH CONDITIONS AND STANDARDS IN s PREPARED BY: R.C.E. NO. 25917 SE NOV. 2002 NEWPORT BEACH, CA 92660 i 1ZA5 8-3D-0� "P-ECOV-D b1ZAW/A16" (949) 640-6420 FAX: (949) 640-6484 MARK BY DATE APPR. DATE 9TF pF'CAUF���\P EXP. 12/31/05)FROM _ OU OF N TO BASELINE NOV., 2002 . REVISIONS �� ,��`�- ---- DATE: 6- x-03 CHECKED APPROV D3 DWG. N0. SHEET ENGINEER CITY RICHARD A. SCIANNI RCS JJL r TY ENGINEER: RICARDO SANDOVAL R. .E. 1152 3372 3 OF 3 T9 t 55 r r ;. _..... .,. -...: ..... :..; a _ ,: .._.. _3 ..... -.t.. ... .__.., , .. _ .,..., . _ F r' w T. ROFILE SCALES HORIZ. 1 "=40' VERT. 1" 4' 18+00 19+00 20+00 21+00 22+00 23+00 31+00 32+00 33+00 34+00 35+00 36+00 �Y FES% A. `�iZ W CC 25917 z r; cc EXPIRES _ T _12/31/09 rl-\ -_ J % F r _f S LJ BASELINE AVENUE W 3 J FUTURE IMPROVEMENTS ¢ ¢ t PE DWG. NO. 3063 m z_ _. J J (n >- 30 i w ¢ _ ¢ o ��I N m CD CD _ 1. I z LJ (off') INT. 34 36.03 SULTANA AVENUE m rn w. o r7 N �� �) �'r?o = STA. 00.0 O IET COURT + + o 10+ 0 y' LO EXISTING IMPROVEMENTS z EXIST. RW _._ y / J o X~ mo16 i3 B A S E L_ I N E AVENUE DWG. 3017964 EXIST. R%W 7 .._. , ` = PROPOSED 7 > 'CD �' n 15 c� N _._ + ww P7,; pPR E.P.E P 5 I EXISTING IMPROVEMENTS �' Z� x`tio•.7 N FUTURE IMPROVEMENTS._.._ ---L PER TRACT 15964-1 1 �o ;% o - — — — -- µ v PER DWG NO. 3063 — — — DWG. N0. 3021 '`` o � � w c� Y � ..�; -� - --� -- _� -- ®--- �.�` 07Tj"� J > i 66' 00` Aq6+0 - 13 3 w�'' (3j 18+0o 12, 1100 II - 2 62k12FL . 83, 4, _. ,-� � 4 LIMITED 9+00 (6,3 ( '' USE AREA �- �- _. _. . C:�. 4 FUTURE C&G 85 T 59• 57.98 TC 84.02 �, - 6fr87 ,� \ N _ 1 _ 1 C 4 53 TRACT' BOUNDARY & R/W Z '' 2 �� 3 \ 5 BY OTHERS C �Y C � 10*42.95 ECR u ' _�`'� 10+43.05 BCR \ i63. 8 F 6 4gT '` LINE OF SIGHT . -� ( I I 57.31 FL w S I o �- _ LINE OF SIGHT c� \ 6`382F( 6 �� L=119.22 :4 _ "- `ti o ¢ J v F- v LINE OF SIGHT �— __ g t-25.77 ^� FUTURE STREET I I I I z F- / 3 N �- -� \ N 5. 6 580 11 A 11 o a Z w 00 c� M o PROPOSED R W m N , o g4. ,E 8 LIGHT BY OTHERS _ _C)f Z LIMITED w LIMITED m Y 60 66 \ \ Mo z m c i �J ,.F° USE AREA � _% 1 o USE AREA 1 F 2 FUTURE STREET ` 21 6 N — o ,f 25' 2' 1w'2 ..- v o rn N PROP. R W 00 8 N I I (LIGHT BY OTHERS / 11 69.11 TC + cn ¢ N 18' 18 ` z "' I o0 68.44FL FUTURE C & G I I I "' w I� w �' / r_j B _ 22+00 N00 00'50"W BY OTHERS �'' 13 ""�� I II`D `o �JJ ,J� 82.00 JOLIET COURT PROP. R/W BASELINE AVENUE SEE SHEET 2 FUTURE INT. + PDWG IMPROVEMENTS 3063 23 26.56 ORLANDO DRIVE r _ (o EXISTING IMPROVEMENTS = STA. 145+33.92 BASELINE AVENUENA AVV NU IL J r� ( J 1 J J /�-J J rn / PER TRACT 15964-1 \ � DWG. N0. 3021 CONSTRUCTION NOTES 22 CONSTRUCT X -GUTTER PER STD. PLAN NO. 105 (MODIFIED W=8') w I i 33 - CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 ILA4 _ CONSTRUCT SIDEWALK PER STD. PLAN NO. 1015 30' 55 CONSTRUCT 4" MIN. A.C. PAVEMENT OVER 12" COMPACTED NATIVE MATERIAL 4 � E) SAWCUT AND REMOVE EXISTING PAVEMENT AND JOIN WITH NEW PAVEMENT Underground Service Alert N AS SHOWN PER DETAIL ON SHEET 1 CURVE DATA N REMOVE N BAS E I:_I N E AVENUE 8 CONSTRUCT EXISTING"CURB &P GUTTER PER STD. PLAN NO. 1003 LEGEND: �AVEMENT gEFOoE Y°Ga Call: TOLL FREE X � 0 DELTA RADIUS LENGTH TANGENT w FUTURE IMPROVEMENTS 9 INSTALL STREET NAME SIGN PER STD. DETAIL NO. 139 1 -800 PER DWG NO. 3063 10 CONSTRUCT 6" TO 8" C.F. TRANSITION (REFER TO STD. PLAN NO. 1003) ` A.C. PAVEMENT REMOVAL OA 15°03'28" 828.00' 217.60' 109.43' /I!! 227-2600 11 CONSTRUCT 4.5 MIN. A.C. PAVEMENT OVER 12 COMPACTED NATIVE MATERIAL SCALE: 1 = 40 12 INSTALL R1 STOP SIGN ON STREET NAME SIGN POLE (REFER TO STD. DETAIL NO. 139) © 15°07'48" 850.00' 224.46' 112.89' 13 INSTALL 5800 LUMEN H.P.S.V 7 25' HIGH STREET LIGHT PER STD. PLAN NO 1016. Two WORKING oars �, � � '. A.C. PAVEMENT OVERLAY BEFORE YOU DSO 15 GRIND EXISTING PAVEMENT 0.10 (MIN.) AND OVERLAY WITH A.C. PAVEMENT © 90°04'00" 25.00' 39.30' 25.03' 16 INSTALL 9500 LUMEN H.P.S.V. #10, 25' HIGH STREET LIGHT PER STD. PLAN N0. 1016 0 20' 40' 80' 120' 160' D 89°56'00" 25.00' 39.24' 24.97' OWNER / DEVELOPER: BENCHMARK:SEAL-ENGINEER SS CSL ENGINEERING INC. CITY OF FO N TA N A, CALIFORNIA CITY B.M. N0. 361 OB.- 1365.00 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTSNEWWEST NOT COMIMZNCE WITHIN TWO YEARS OF THE DATE OF ��PoOFA. S -1"- 11651 STERLING AVENUE, SUITE E P� �i F RIVERSIDE CALIFORNIA 92503 DRAWN! BY: SCALE: APPROVAL SHOWN HEREON AND CARRIED FORTH INA �� 9 ' STREET IMPROVEMENT PLAN NAIL IN POLE #1536697E �2 �' (909) 785-5122 * FAX (909) 785-5180 , PROPERTIES S.W. CORNER SULTANA & BASELINE DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE w - m SE TRACT 16380N. 25917 m 1 =40 REVISIONS TO THE PLANS TO BRING THEM INTO * Exp.12/31/05 *I DESIGNED BY: ORLANDO DRIVE & S TOA AVENUE DATE: 369 SAN MIGUEL DRIVE SUITE 375-A CONFORMANCE WITH CONDITIONS AND STANDARDS IN s PREPARED BY: R.C.E. NO. 25917 SE NOV. 2002 NEWPORT BEACH, CA 92660 i 1ZA5 8-3D-0� "P-ECOV-D b1ZAW/A16" (949) 640-6420 FAX: (949) 640-6484 MARK BY DATE APPR. DATE 9TF pF'CAUF���\P EXP. 12/31/05)FROM _ OU OF N TO BASELINE NOV., 2002 . REVISIONS �� ,��`�- ---- DATE: 6- x-03 CHECKED APPROV D3 DWG. N0. SHEET ENGINEER CITY RICHARD A. SCIANNI RCS JJL r TY ENGINEER: RICARDO SANDOVAL R. .E. 1152 3372 3 OF 3