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Home My WebLink About3294-2M EXISTING GROUND @ 18' LEFT OF CENTERLINE i 60. ' `✓C _ 10!= 1"' 76.81 C-)70.56 L.O.C. 50.00 TAN 30.6 1' a� a- L.O.C. uQ �� o -4A 70 11) 00 - g v O 00 V O + I-, 00 30 ® 00 LO �- 03 .LOca n '0 —�F — -- — — � ig'i- :* + 0.50% LlLjJ J PROPOSED TOP OF CURB �I �- � M 0 18' RIGHT OF CENTERLINE .— � �c, , 9+00 10+00 *00 12+00 13+00 VARIABLE WIDTH STORM DRAIN EASEMENT= i i I PROPOSASTORMDRAINPER CITY. g i CL CB I1 14 15 (MODIFIED) (:4 W=7', V=4.8r P0 10% M ar'1L AAAwv^-ANvoAAww TOLL FREE -"'8001p' 1-800-227--2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PROPOSED 20' SEWER -R C"rl lr*.,T SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN Two YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH W,..MI cl zco 4: C.3 R k o r ' in 54.93 LENGTH ,,, it e- e-- O 50.00' V.C. v LL.O.C. 129.20' B 16'23'22" 0-- J � -En^ �' PI=1382.34 c' ' �" �'� m O M 4 4 I a I 34.95' 1 ' PI= 1382.50 i CO— +`a + CALIF CH CKED BY. . - - Dwq. No.TZ74 Ii !i_ C'j00 �� F!0 a 04 Q_ C> O #�� N N Cj 002 Lo 00 a 00 Ci) ct � M -� M 0 1$ LEFT OF CENTERLINE n mo.. �� •- ,- •- o •- ^ �-+ LO 1�'0� �r to oo, I o s � Mi °® 0.50% G� 2.45% I� li.n 03 .LOca n '0 —�F — -- — — � ig'i- :* + 0.50% LlLjJ J PROPOSED TOP OF CURB �I �- � M 0 18' RIGHT OF CENTERLINE .— � �c, , 9+00 10+00 *00 12+00 13+00 VARIABLE WIDTH STORM DRAIN EASEMENT= i i I PROPOSASTORMDRAINPER CITY. g i CL CB I1 14 15 (MODIFIED) (:4 W=7', V=4.8r P0 10% M ar'1L AAAwv^-ANvoAAww TOLL FREE -"'8001p' 1-800-227--2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PROPOSED 20' SEWER -R C"rl lr*.,T SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN Two YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH W,..MI cl zco 4: C.3 R k o r ' in r � CO Fjv LENGTH ,,, it e- e-- O — +nV ' [---250.00' VC 129.20' B 16'23'22" 0-- J � -En^ �' i�, U � c' ' �" �'� m O M 0.50% a 54.93' 34.95' 1 ' PI= 1382.50 i CO— +`a + CALIF CH CKED BY. POR. OF Dwq. No.TZ74 IFITAIMAXAZZ i�/ Mi 2/.. 9 CITY 52 DATE �� PROPOSED TOP OF CURB 55.03 m Qo c, `�' ii �� rnl rn 0 1$ LEFT OF CENTERLINE a a� Oo �� •- ,- •- o •- ^ �-+ LO ° A "- R oo, I o ,� Mi °® G� 2.45% I� li.n � 60.00 V.C. 1.75 ^ av + a0 -;- W) '0' � "I�'- :��'- -t 00 + 00 +100 + •t- n � n Ln� ^ !� !� I PROPOSED FINISHED SURFACE 0] '0 PI= 1.576.78 a ^ `619. a M�'R m ^ C-3 () � �� ®j' AT CENTERLINE 0 CENTERLINE 9 C) 100 �' 4 � L+- FV- F- 1 m C/7 0 ®® p�0 — 03 .LOca n '0 —�F — -- — — � ig'i- :* + 0.50% LlLjJ J PROPOSED TOP OF CURB �I �- � M 0 18' RIGHT OF CENTERLINE .— � �c, , 9+00 10+00 *00 12+00 13+00 VARIABLE WIDTH STORM DRAIN EASEMENT= i i I PROPOSASTORMDRAINPER CITY. g i CL CB I1 14 15 (MODIFIED) (:4 W=7', V=4.8r P0 10% M ar'1L AAAwv^-ANvoAAww TOLL FREE -"'8001p' 1-800-227--2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PROPOSED 20' SEWER -R C"rl lr*.,T SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN Two YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH W,..MI cl 0000`99F�" q�F STREET IMPROVEMENT PLANS v RADIUS LENGTH O M O — +nV 141.12' 129.20' B 16'23'22" 107.00' 30.61' 15.41' _ 1 35.00' 1 54.93' 34.95' __ ------___ ----- CO— +`a + CALIF CH CKED BY. POR. OF Dwq. No.TZ74 IFITAIMAXAZZ i�/ Mi 2/.. 9 CITY 52 DATE �� 50.00 VC 55.03 Pf=1382.60 ° A "- R o G� 2.45% caLL-T 1.75 ^ 0] '0 f' m ^ C-3 () � �� 100 �' �' n �� 0) a.. � L+- FV- F- 1 00 ,- N0 00 : �} CIO, Cy 00a un w i EXISTING GROUND 18' 60.0d' V.C. '- �-' `� r, ^ �� o Q: 00 70.56' L.O.C. 50.00' TAN 30.61' RIGHT OF CENTERLINE P Pt=1376.81 v '' W �- L.O.C. U o 0 TAN= -2.23 VVCID o s U F– °o ~ --------- i F- CO -t-, p O _ F"5M i — 03 .LOca n '0 —�F — -- — — � ig'i- :* + 0.50% LlLjJ J PROPOSED TOP OF CURB �I �- � M 0 18' RIGHT OF CENTERLINE .— � �c, , 9+00 10+00 *00 12+00 13+00 VARIABLE WIDTH STORM DRAIN EASEMENT= i i I PROPOSASTORMDRAINPER CITY. g i CL CB I1 14 15 (MODIFIED) (:4 W=7', V=4.8r P0 10% M ar'1L AAAwv^-ANvoAAww TOLL FREE -"'8001p' 1-800-227--2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PROPOSED 20' SEWER -R C"rl lr*.,T SHOULD CONSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN Two YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH REVISION DESCRIPTION 0000`99F�" q�F STREET IMPROVEMENT PLANS v RADIUS LENGTH TANGENT A 212.46'43 38.00' 141.12' 129.20' B 16'23'22" 107.00' 30.61' 15.41' C 89'54'51 " 1 35.00' 1 54.93' 34.95' D 90.05'09" 35.00' 1 55.03' 1 35.05' CALIF CH CKED BY. Approve : , O �EER-,' Dwq. No.TZ74 IFITAIMAXAZZ i�/ Mi 2/.. 9 CITY 52 DATE CONDITIONS AND STANDARDS IN EFFECT PREPARED FOR: YOUNG HOMES 10370 TRADEMARK STREET RANCHO CUCAMONGA, CA 91730 (909) 291-7600 15+00 ALMERIA AVENUE SEE SHEET 3 BASIS OF BEARINGS BEARINGS ARE BASED ON THE SOUTH LINE OF THE SW 11/4 OF SEC. 36, TIN, R -W, SBB & M BEING ,N89'58'21 "W AS SHOWN ON TR. 16085-1 RECORDED MAP BOOK 282, PGS 16-20, RECORDS OF SAN BERNARDINO COUNTY. BENCHMARK CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 HIGHLAND AVENUE, 0.2 MI. W/O O SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19 .5, 2.65 ML W. ALONG HIGHLAND AVENUE FROM SIERRA AVENUE ELEVATION: 1428.6090 EXISTING IMPROVEMENTS PER CITY DWG NO. 3080 J2+04.73 ALMERIA AVENUE= (1Jof.aj r3) EXISTING Rf W 0 TZECoQmo No. 36052 Exp 6-30-29q r z} s - Cnn+- F rIIcOQ Prepared By: ALLARD ENGINEERING rE Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 909) 356-1815 Fax (909) 356-1795 (n- 9-04 David S. Hammer, A.C.E. 43976 Date (expires 6/330/2005) PROFILE HOM I"= 40' VERT: I' = f CONSTRUCTION NOTES 1�- INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT, J7) ON 25 FF. MARBELITE POLE OR APPROVED EQUAL. PER CITY STD. DWG f 1016 CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" OF 95! COMPACTED NATIVE (SEE GENERAL NOTES 31 AND 32) 0 J CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. NO. 104, W=8' CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 1005, WIDTH=16', UNLESS NOTED OTHERWISE CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015; W= PER PLAN (D-- CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 8 --- ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 14 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. NO. 300-2, AS SHOWN ON SHT. 4 OF 4 (WIDTH AS SHOWN ON PLAN) 15 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. NO. 313-1, AS SHOWN ON SHT. 4 OF 4 (CASE AS SHOWN ON PLAN) 4 GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. CURVE DATA 0000`99F�" q�F STREET IMPROVEMENT PLANS v RADIUS LENGTH TANGENT A 212.46'43 38.00' 141.12' 129.20' B 16'23'22" 107.00' 30.61' 15.41' C 89'54'51 " 1 35.00' 1 54.93' 34.95' D 90.05'09" 35.00' 1 55.03' 1 35.05' CONDITIONS AND STANDARDS IN EFFECT PREPARED FOR: YOUNG HOMES 10370 TRADEMARK STREET RANCHO CUCAMONGA, CA 91730 (909) 291-7600 15+00 ALMERIA AVENUE SEE SHEET 3 BASIS OF BEARINGS BEARINGS ARE BASED ON THE SOUTH LINE OF THE SW 11/4 OF SEC. 36, TIN, R -W, SBB & M BEING ,N89'58'21 "W AS SHOWN ON TR. 16085-1 RECORDED MAP BOOK 282, PGS 16-20, RECORDS OF SAN BERNARDINO COUNTY. BENCHMARK CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 HIGHLAND AVENUE, 0.2 MI. W/O O SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19 .5, 2.65 ML W. ALONG HIGHLAND AVENUE FROM SIERRA AVENUE ELEVATION: 1428.6090 EXISTING IMPROVEMENTS PER CITY DWG NO. 3080 J2+04.73 ALMERIA AVENUE= (1Jof.aj r3) EXISTING Rf W 0 TZECoQmo No. 36052 Exp 6-30-29q r z} s - Cnn+- F rIIcOQ Prepared By: ALLARD ENGINEERING rE Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 909) 356-1815 Fax (909) 356-1795 (n- 9-04 David S. Hammer, A.C.E. 43976 Date (expires 6/330/2005) PROFILE HOM I"= 40' VERT: I' = f CONSTRUCTION NOTES 1�- INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT, J7) ON 25 FF. MARBELITE POLE OR APPROVED EQUAL. PER CITY STD. DWG f 1016 CONSTRUCT 4" AC PAVEMENT (Min.) OVER 12" OF 95! COMPACTED NATIVE (SEE GENERAL NOTES 31 AND 32) 0 J CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. NO. 104, W=8' CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 1005, WIDTH=16', UNLESS NOTED OTHERWISE CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015; W= PER PLAN (D-- CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 8 --- ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 14 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. NO. 300-2, AS SHOWN ON SHT. 4 OF 4 (WIDTH AS SHOWN ON PLAN) 15 CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. NO. 313-1, AS SHOWN ON SHT. 4 OF 4 (CASE AS SHOWN ON PLAN) 4 GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. Filename:M:\dwg\ 15907\STREET\ 16346—ST02.dwg CITY OF FONTANA, CALIFORNIA 0000`99F�" q�F STREET IMPROVEMENT PLANS m DRAWN BY: Sc®le: No. 43976 M AE TRACT NO. 16346 1 -40 "— ' Exp. 6/30/05 � I MOSA T DESIGNED BY: Hofs: y 9� L IVIS �N AE JUNE, 2004 CALIF CH CKED BY. Approve : , O �EER-,' Dwq. No.TZ74 i�/ Mi 2/.. 9 CITY 52 DATE �� Filename:M:\dwg\ 15907\STREET\ 16346—ST02.dwg