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ON PREPARED SUBGRADE, PER TYPICAL 11,400 S.F. 15.71 ' SECTIONS, THIS SHEET & CITY STD. 1000. ...._ . .... .._...... -- ...... . ------------------------------------------------------------- ----------------------------------------- -------------------------------------------------------------------------------- ------------------------------------------------------------------------------------- -------------- ---o-- 1 ._r�.................rt................ ................ 1.1..1... ... -mm ._ . _. m _ . ..�.n.. .w.... R . _.. 1111 m__... m_m ............... 91 +00 92+00 93+00 94+00 . _ F.... ... 1111 _ .. . _ 1111.. _.. �.. _ ...�__ �..- � �...... _ �... �......m__.�................ __........-_� ..�..� . _ 1111 ._. Z 10 CONSTRUCT 5' WIDE SIDEWALK PER STD. DETAIL 105-A, CITY OF FONTANA STD. SPEC. 1,670 S.F. 11 CONSTRUCT SIDEWALK DRAIN, SIZE 1 W/ TYPE `L' ADAPTER, PER STD. DETAIL 124-A, 1 EA. CITY OF FONTANA STD. SPEC. MODIFIED, 12 CONSTRUCT 4' WIDE SIDEWALK PER STD. DETAIL 105-A, CITY OF FONTANA STD. SPEC. 1,572 S.F. 13 PAINT DOUBLE YELLOW TRAFFIC STRIPING PER CALTRANS STD. A20A, DETAIL 21. 660 L.F. 14 _ ..... _ _ --- 660 L.F. � 130" p V,C 10 p-`lR H � v { i 1350-a I I l I } _ .. ..._. -- .. .._....... _.-....._.... .. .._ _ ._.... _ . _ _....... _._._. ........ 1111__ 1111 _1111... _. __ 1111 .1- . _ .11.11_. ,.. - .._.._.. 1111 _....... .. .........._ ... ........ r...... .. .. =63.a _.. ... .......... ... ............ 1111. .. .._....... =0.0137 - t J 1013.05 INV 'o� �§,_'jr I. � ,, \� - r EXIST 54 SD ,�c o M . 1111. ......... ....................... �� 4 � �' �� L6 o I NOT A PART OF Q100= 24 G.F.S. THIS PERMIT. _ . _. ._ 1 Q38 ---------------------- . BUILT UNDER - ............................................................................. STORM DRAIN PIPE PROFILE -- --------- N. 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ITEM QUANTITY `:.� .__ . ........ ...... . _ . . _ _ __ _ _ _ _ _ _ _ __ _ _ __ __ _ __ 1111_ _ _ _ 3Q AREA TO BE LANDSCAPED PER LANDSCAPE ARCHITECT'S PLAN. N/A 04 *CONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE PER CITY STD. 102-C (MODIFIED 3,000 S.F. C4 RADIUS PER PLAN) 62.64' Q5 PAVE MIN. 6.5" A.C. PAVEMENT OVER MIN. 4" A.B. ON PREPARED SUBGRADE, PER TYPICAL 11,400 S.F. 15.71 ' SECTIONS, THIS SHEET & CITY STD. 1000. ...._ . .... .._...... -- ...... . ------------------------------------------------------------- ----------------------------------------- -------------------------------------------------------------------------------- ------------------------------------------------------------------------------------- -------------- ---o-- 1 ._r�.................rt................ ................ 1.1..1... ... -mm ._ . _. m _ . ..�.n.. .w.... R . _.. 1111 m__... m_m ............... 91 +00 92+00 93+00 94+00 . _ F.... ... 1111 _ .. . _ 1111.. _.. �.. _ ...�__ �..- � �...... _ �... �......m__.�................ __........-_� ..�..� . _ 1111 ._. Z 10 CONSTRUCT 5' WIDE SIDEWALK PER STD. DETAIL 105-A, CITY OF FONTANA STD. SPEC. 1,670 S.F. 11 CONSTRUCT SIDEWALK DRAIN, SIZE 1 W/ TYPE `L' ADAPTER, PER STD. DETAIL 124-A, • • _____ � • • a • • • • ��� m`� � a � � ' �mm .7lli 5"" A�L�� PROFILE SGALE VERT: 1 in = 4 ft HORZ: 1 in = 40 ft -7 (SIDEWALK) �, 40' o . „- 0 cau �► o`: `: cv Q; •<s � cP� a w a 40' 80' KALE: 1 =40 120' CONSTRUCTION NOTES & ESTIMATED QUANTI TIES NO. ITEM QUANTITY `:.� CONSTRUCT 8" CURB & GUTTER PER CITY STD. 1003. 415 L.F. a CONSTRUCT MANHOLE PER A.P.W.A. STD. DWG. 321-1. SEE SHEET 3. 1 EA. 3Q AREA TO BE LANDSCAPED PER LANDSCAPE ARCHITECT'S PLAN. N/A 04 *CONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE PER CITY STD. 102-C (MODIFIED 3,000 S.F. C4 RADIUS PER PLAN) 62.64' Q5 PAVE MIN. 6.5" A.C. PAVEMENT OVER MIN. 4" A.B. ON PREPARED SUBGRADE, PER TYPICAL 11,400 S.F. 15.71 ' SECTIONS, THIS SHEET & CITY STD. 1000. C6 6 INSTALL STREET LIGHT PER NOTES (SEE SHEET 1). 1,572 S.F. w 27' CATCH BASIN CONSTRUCTED UNDER GRADING PERMIT #60325 SEE GRADING PLAN g 91 +00 92+00 93+00 94+00 95+00 cum vara 37+00 PROFILE SGALE VERT: 1 in = 4 ft HORZ: 1 in = 40 ft -7 (SIDEWALK) �, 40' o . „- 0 cau �► o`: `: cv Q; •<s � cP� a w a 40' 80' KALE: 1 =40 120' CONSTRUCTION NOTES & ESTIMATED QUANTI TIES NO. ITEM QUANTITY `:.� CONSTRUCT 8" CURB & GUTTER PER CITY STD. 1003. 415 L.F. a CONSTRUCT MANHOLE PER A.P.W.A. STD. DWG. 321-1. SEE SHEET 3. 1 EA. 3Q AREA TO BE LANDSCAPED PER LANDSCAPE ARCHITECT'S PLAN. N/A 04 *CONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE PER CITY STD. 102-C (MODIFIED 3,000 S.F. C4 RADIUS PER PLAN) 62.64' Q5 PAVE MIN. 6.5" A.C. PAVEMENT OVER MIN. 4" A.B. ON PREPARED SUBGRADE, PER TYPICAL 11,400 S.F. 15.71 ' SECTIONS, THIS SHEET & CITY STD. 1000. C6 6 INSTALL STREET LIGHT PER NOTES (SEE SHEET 1). 1,572 S.F. w 27' CATCH BASIN CONSTRUCTED UNDER GRADING PERMIT #60325 SEE GRADING PLAN g CONSTRUCT 30" R.C.P., (1350-D). REPAIR ASPHALT PER CITY STD. 131. SEE DETAIL 1. 28 L.F. O CONSTRUCT CONNECTION TO EXIST. 54" R.C.P. STORM DRAIN PER A.P.W.A. STD. DWG. 331-2. 1 EA. 2 SEE SHEET 3. �I - 10 CONSTRUCT 5' WIDE SIDEWALK PER STD. DETAIL 105-A, CITY OF FONTANA STD. SPEC. 1,670 S.F. 11 CONSTRUCT SIDEWALK DRAIN, SIZE 1 W/ TYPE `L' ADAPTER, PER STD. DETAIL 124-A, 1 EA. CITY OF FONTANA STD. SPEC. MODIFIED, 12 CONSTRUCT 4' WIDE SIDEWALK PER STD. DETAIL 105-A, CITY OF FONTANA STD. SPEC. 1,572 S.F. 13 PAINT DOUBLE YELLOW TRAFFIC STRIPING PER CALTRANS STD. A20A, DETAIL 21. 660 L.F. 14 PAINT SOLID WHITE TRAFFIC STRIPING PER CALTRANS STD. A20D, DETAIL 39. 660 L.F. w *NOTE: QUANTITIES CALCULATED ONLY FOR AREAS WITHIN PROPOSED R.O.W. -+-j w ro U 0 CD m rn CD U) CD rI 0 D m R.O.W. 0.5' O �s -R/W SIDEWALK ( ) .�-- ------------------- ------------- -------------- t .1111... .- .1.. r._.....1.CT1 .... a.... ........... ........._. 38+00 D (SD MH �a RIM=1019.50 �zJ INV=1012.66 N 0 I NV=1012.60 S ILRI AAA A ^A r flit WAr� _ ,- • ............... ........ 111 .........-1 .1.. .. ...1..1.....1..1 111....1......- ..- .................. ... .. ......-...... .. ... 1111.-. 11 11. ... .......... . . .. .......... ................ 1111... ..1111.. ... ........ . .........-................. _________________ ______�_�__ ___ ______--___ _ ____-- ___-______________ ____________ _____-_--_ �� �� - r�i1CS? A= iv -------- -----_ -- .. .-- Rte. _ r- ___- -_ _� r ^xw � U LEGEND �1 - BLOCK WALL - PROPERTY LINE � � R.o.w. Ak - FIRE HYDRANT } - 6' CHAIN LINK FENCE - CONCRETE CURB -o- - POWER POLE T - GUY WIRE I COLD PLANE v WATER METER TO MAK E A SAWCUT EXIST. EP TO PROVIDE A SMOOTH JOIN 1 3 SMOOTH JOIN 0.10' A.C. OVERLAY 2% TP - TOP PAVEMENT (2.0) 29� 5 ,, :",.,. .,. ,,1:1:;:11 . - TC - TOP CURB -- - -- :.:1 ;: 10 ;1,, FL - FLOW LIN E TOLL FREE �■■�1-800-227-2600 A PUBLIC SEF�VIGE BY UNDERGROUND SERVICE ALERT EXIST PAVEMENT POPLAR AVENUE TYPICAL STREET SECTION N, T. S. REVISION DESCRIPTION L�eT (SD MH RADIUS LENGTH DELTA C1 20.00' 31.60' 90°31'32" C2 25.00' 35.76' 81 °57'08" C3 40.00' 63.02' 90° 16'34" C4 40.00' 62.64' 89°43'26" C5 10.00' 15.71 ' 90°00' 11 " C6 10.00' 15.67' 89°47'41 " .�-- ------------------- ------------- -------------- t .1111... .- .1.. r._.....1.CT1 .... a.... ........... ........._. 38+00 D (SD MH �a RIM=1019.50 �zJ INV=1012.66 N 0 I NV=1012.60 S ILRI AAA A ^A r flit WAr� _ ,- • ............... ........ 111 .........-1 .1.. .. ...1..1.....1..1 111....1......- ..- .................. ... .. ......-...... .. ... 1111.-. 11 11. ... .......... . . .. .......... ................ 1111... ..1111.. ... ........ . .........-................. _________________ ______�_�__ ___ ______--___ _ ____-- ___-______________ ____________ _____-_--_ �� �� - r�i1CS? A= iv -------- -----_ -- .. .-- Rte. _ r- ___- -_ _� r ^xw � U LEGEND �1 - BLOCK WALL - PROPERTY LINE � � R.o.w. Ak - FIRE HYDRANT } - 6' CHAIN LINK FENCE - CONCRETE CURB -o- - POWER POLE T - GUY WIRE I COLD PLANE v WATER METER TO MAK E A SAWCUT EXIST. EP TO PROVIDE A SMOOTH JOIN 1 3 SMOOTH JOIN 0.10' A.C. OVERLAY 2% TP - TOP PAVEMENT (2.0) 29� 5 ,, :",.,. .,. ,,1:1:;:11 . - TC - TOP CURB -- - -- :.:1 ;: 10 ;1,, FL - FLOW LIN E TOLL FREE �■■�1-800-227-2600 A PUBLIC SEF�VIGE BY UNDERGROUND SERVICE ALERT EXIST PAVEMENT POPLAR AVENUE TYPICAL STREET SECTION N, T. S. REVISION DESCRIPTION L�eT (SD MH z m RIM=1023,80 INV=1016.96 N I - INV=1016.90 S INV=1018.39 E) _o (SD 24" RCP) 0 N z N z 1022 o + LO c)M C-, I +lo oa <c rl tIO c~ �I U jr '-.::'.:;:.�:.::..,: , :.:.'. w STA 40+71.09 o cnI- R1W - :: p U �_-_7 �' RIM=1024.09 2 �I - 8 I 9 II 1017 i' - �I U � 130" p V,C 10 p-`lR H � v { i 1350-a I I l I } 1 ! I ,=4.4119 �, � 1014.05 INVS =0.0137 - t J 1013.05 INV 'o� �§,_'jr I. � ,, \� - r EXIST 54 SD ,�c o M . '/' 1012 �� 4 � �' �� L6 o I NOT A PART OF Q100= 24 G.F.S. THIS PERMIT. BUILT UNDER DETAIL NO. 1 PERMIT #60325 STORM DRAIN PIPE PROFILE N. T.S. .�-- ------------------- ------------- -------------- t .1111... .- .1.. r._.....1.CT1 .... a.... ........... ........._. 38+00 D (SD MH �a RIM=1019.50 �zJ INV=1012.66 N 0 I NV=1012.60 S ILRI AAA A ^A r flit WAr� _ ,- • ............... ........ 111 .........-1 .1.. .. ...1..1.....1..1 111....1......- ..- .................. ... .. ......-...... .. ... 1111.-. 11 11. ... .......... . . .. .......... ................ 1111... ..1111.. ... ........ . .........-................. _________________ ______�_�__ ___ ______--___ _ ____-- ___-______________ ____________ _____-_--_ �� �� - r�i1CS? A= iv -------- -----_ -- .. .-- Rte. _ r- ___- -_ _� r ^xw � U LEGEND �1 - BLOCK WALL - PROPERTY LINE � � R.o.w. Ak - FIRE HYDRANT } - 6' CHAIN LINK FENCE - CONCRETE CURB -o- - POWER POLE T - GUY WIRE I COLD PLANE v WATER METER TO MAK E A SAWCUT EXIST. EP TO PROVIDE A SMOOTH JOIN 1 3 SMOOTH JOIN 0.10' A.C. OVERLAY 2% TP - TOP PAVEMENT (2.0) 29� 5 ,, :",.,. .,. ,,1:1:;:11 . - TC - TOP CURB -- - -- :.:1 ;: 10 ;1,, FL - FLOW LIN E TOLL FREE �■■�1-800-227-2600 A PUBLIC SEF�VIGE BY UNDERGROUND SERVICE ALERT EXIST PAVEMENT POPLAR AVENUE TYPICAL STREET SECTION N, T. S. REVISION DESCRIPTION L�eT (SD MH RIM=1023,80 INV=1016.96 N INV=1016.90 S INV=1018.39 E) (SD 24" RCP) EDGE OF EXIST. PAVEMENT INSTALL READWOOD HEADER t v . ,?+i Vis.+ . ,: _ -. - - - »- - - -S - - 54 N GRADED DIRT ROAD .M a.�„w "� RI}�FROM �-""� '-.::'.:;:.�:.::..,: , :.:.'. - STA 40+71.09 R1W - :: p (SD CB 1 33 �' RIM=1024.09 2 G.p INV=1018.84) H P - HIGH POINT BENCH MARK: CHISELED BOX ON TOP OF CURB, 66' WEST OF CHERRY AVE., 36' EXIST ( ) - EXISTING NORTH OF SLOVER AVE. (BCR) PER C.S.F.B. 4015/1230. PAVEMENT q - DIRECTION OF FLOW EL=1004.88 ELNI AVENUE - EXISTING PAVEMENT BASIS OF BEARINGS: THE CENTERLINE OF POPLAR AVE. PER P,M. N0. TYPICAL STREET SECTION }ri,}�. - i " A.C. OVERLAY 5272 RECORDED IN P.M.B. 52/84. r N. T. S. �. � BEARING: S 00° 15'02" W S.B.L, - SET BACK LINE DATE ENGR. CITY DATE Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOTr�C JOSEPH E. BONADIMAN a�AssoclATEs INc. STREET �'MPROVEMENT PLANS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL JOSEPH S.c. consulting engineers land surveyors � BONADIMAN 588 W. Sixth St., San Bernardin©, CA, 92410 DRAWN BY: � ELM AVE � SCALE: 1 "= 40' SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, TDA POPLAR AVE. No. C-30238 Phone. (909)885-3 Fac- (909)381-1721 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 3-31-04 * DESIGNED BY: D 00 - 02 DATE: BRING THEM INTO CONFORMANCE WITH CONDITIONS AND CIVIL `P JCB JUNE 2000 STANDARDS IN EFFECT. 'qTF Og'� Date : /�-p CHECKED BY: APP a BY DRAWING NO.: 2 �� ` �l JOSEPH C. BONADIMAN, P.E. Zg71 I.�, Ac,TINC� iTY ENGINEER R.C.E. 25126 DAT :