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Home My WebLink About3537-2R/W 1 32' 12' 1 Ir 5 1 ?'1 1 5 2 2'-7 W'LYI R/W i R/W 64' I_ 32' CLEVELAM 1+ JOIMSON 17AY & ADAMS NTS q 160' 30' , 30' 12' 18' 18' 32' 12' 2C)I-A EVEL LINE - ----�--- - -- \/\ / \ / \ IWICA SECTION UNCOLIV COURTNTS 64' 32' 12' 20' 20' 1 FUTURE 0.5' S IMPROVEMENTS VARIES 8'± VARIES _ I VARIES 28't EXISTING IMPROVEMENTS TYPICAL SECTION SOLTANA A AVENUE NTS TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION �5COr4D ORA W1141C7 6' BLOCKWALL ON _ VAR. HT. RET. WALL PER SEPARATE PLAN AND PERMIT 92 E'LY R/W 1 R/W PL I GARDEN WALL /PER SEPARATE PLAN AND PERMIT I 10' LOTS _.� C&D 12' 2" 2' 5' j 0.5' Vpg�E PAD 1 `t� 1 �f . • a FUTURE S/W W 1' 5' POSED MIN. MIN. o AVEMENT SAWCUT AND GRIND EXIST. 15 14 REMOVE EXISTING EXISTING A.C. PAVEMENT AC PAVEMENT A.C. PAVEMENT (MIN. 0.1' THICKNESS) AND OVERLAY /� (MIN. 0.1' THICKNESS) KCAL PA I 1O MAW N.T.S. WILY R/W E'LY R/W I I OTS i SEE DETAIL ABOVE RIGHT-- TYPICAL IOC" I",, AVEIVUE NTS TI�-Vr� X17 C `8 _ ✓OF 'These Record Documents based on information provided L� 9 f'. Design Professional has not verified the accL1l�,�;y No , � . 4� w and/or completeness of this information and shallA �07• not be responsible for any errors or omissions 0 co�or.�ted herein as 6 result q A, CONSTRUCTION NOTES at - CONSTRUCT 4" AC PAVEMENT SMIN) OVER 12° OF 957. COMPACTED NATIVE SOIL (SEE GENERAL NOTE 31 & 32 2O- CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 50-- CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN 14 SAWCUT AND REMOVE EXISTING AC PAVEMENT PER TYPICAL PAVEMENT JOIN' DETAIL HEREON 15 GRIND AND OVERLAY EXISTING AC PAVEMENT PER TYPICAL PAVEMENT JOIN DETAIL HEREON 16 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 BASIS OF B GSi THE BASIS OF BEARING IS THE CENTERLINE OF MILLER AVENUE SHOWN AS N89'59'42"W, PER RECORD OF SURVEY, RECORDED IN BOOK 60 OF SURVEYS, PAGE 77, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO. DATE ENGR. CITY DATE �� SRO= CON31ME T101N OF REQ HNAM 20 ENTS ITOT CORlf3 CE VVr= PREPARED FOR: TWO YEARS OF TIZ DATE OF APPROVAL Tho St7attGre p CITY OF FONTANA BENCHMARK NO. 361. SHOrM 1=0N AND CARR= FORTH IN A 2201 Dupont Drive, Suite 300 RAILROAD SPIKE IN NORTH FACE OF POWERPOLE 111MIGMT F CITY ENGNM IMY Irvine, CA 92612 NO. 1536697E AT THE SOUTHWEST CORNER OF I3E IIBVISIO NTS TO TIM P S TO BASELINE AVENUE AND SULTANA AVENUE C G CONF044: AP�XE c�iTH (949) 833-1554 ext.226 (949) 833-7853 COI< MONS NM STMOAM IN OFMICT ELEVATION: 1365.01 1 W L° DE PRESSIONSAt )00014� BASINS 1 STANDRC''PI1iIv? 5' I tt METRIC ., s N GUM1lM1TtEE •1 2• / 1 313-1 FLOW LINE v 75 111. FACE PLATE •� ,k t3.1R DOWELTI i R/W 64' I_ 32' CLEVELAM 1+ JOIMSON 17AY & ADAMS NTS q 160' 30' , 30' 12' 18' 18' 32' 12' 2C)I-A EVEL LINE - ----�--- - -- \/\ / \ / \ IWICA SECTION UNCOLIV COURTNTS 64' 32' 12' 20' 20' 1 FUTURE 0.5' S IMPROVEMENTS VARIES 8'± VARIES _ I VARIES 28't EXISTING IMPROVEMENTS TYPICAL SECTION SOLTANA A AVENUE NTS TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION �5COr4D ORA W1141C7 6' BLOCKWALL ON _ VAR. HT. RET. WALL PER SEPARATE PLAN AND PERMIT 92 E'LY R/W 1 R/W PL I GARDEN WALL /PER SEPARATE PLAN AND PERMIT I 10' LOTS _.� C&D 12' 2" 2' 5' j 0.5' Vpg�E PAD 1 `t� 1 �f . • a FUTURE S/W W 1' 5' POSED MIN. MIN. o AVEMENT SAWCUT AND GRIND EXIST. 15 14 REMOVE EXISTING EXISTING A.C. PAVEMENT AC PAVEMENT A.C. PAVEMENT (MIN. 0.1' THICKNESS) AND OVERLAY /� (MIN. 0.1' THICKNESS) KCAL PA I 1O MAW N.T.S. WILY R/W E'LY R/W I I OTS i SEE DETAIL ABOVE RIGHT-- TYPICAL IOC" I",, AVEIVUE NTS TI�-Vr� X17 C `8 _ ✓OF 'These Record Documents based on information provided L� 9 f'. Design Professional has not verified the accL1l�,�;y No , � . 4� w and/or completeness of this information and shallA �07• not be responsible for any errors or omissions 0 co�or.�ted herein as 6 result q A, CONSTRUCTION NOTES at - CONSTRUCT 4" AC PAVEMENT SMIN) OVER 12° OF 957. COMPACTED NATIVE SOIL (SEE GENERAL NOTE 31 & 32 2O- CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 50-- CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN 14 SAWCUT AND REMOVE EXISTING AC PAVEMENT PER TYPICAL PAVEMENT JOIN' DETAIL HEREON 15 GRIND AND OVERLAY EXISTING AC PAVEMENT PER TYPICAL PAVEMENT JOIN DETAIL HEREON 16 CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003 BASIS OF B GSi THE BASIS OF BEARING IS THE CENTERLINE OF MILLER AVENUE SHOWN AS N89'59'42"W, PER RECORD OF SURVEY, RECORDED IN BOOK 60 OF SURVEYS, PAGE 77, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO. DATE ENGR. CITY DATE �� SRO= CON31ME T101N OF REQ HNAM 20 ENTS ITOT CORlf3 CE VVr= PREPARED FOR: TWO YEARS OF TIZ DATE OF APPROVAL Tho St7attGre p CITY OF FONTANA BENCHMARK NO. 361. SHOrM 1=0N AND CARR= FORTH IN A 2201 Dupont Drive, Suite 300 RAILROAD SPIKE IN NORTH FACE OF POWERPOLE 111MIGMT F CITY ENGNM IMY Irvine, CA 92612 NO. 1536697E AT THE SOUTHWEST CORNER OF I3E IIBVISIO NTS TO TIM P S TO BASELINE AVENUE AND SULTANA AVENUE C G CONF044: AP�XE c�iTH (949) 833-1554 ext.226 (949) 833-7853 COI< MONS NM STMOAM IN OFMICT ELEVATION: 1365.01 ren N,. SND A u z"a GARS OPENING a CATCH BASIN 45 `u 1I 2 R( T I 8 CURB .CURB POINT h t1.5'tm ` Ptf NT CPp11T 1 I i POINT C � ��.* BUTTE R Gr POIN E I�OINT F' A: E) POINT G`,` -«.-0IPF�N OF FLOW M cn€zECt�ioru of Plow � N,. w L - N z t f D } I -POINT C POINT sD± I P091 NTH FLOW` L114E POINT FLOW LIVE ROFIL.E CASE A 9 R >_ WOr`I' N 61 _,X _ I v CURB OPENING CATCH BASIN (S) I- _ 0 0 -2 "� C.,Fe CURB POINT Ft Pck / v" -POINT" 6 � ��RJ -PCaNT D & Ci POINT C�' 'TIER POINT E W POINT F C POINT 6 VIRECrION OF FLOW --- -+- PLAN DIRECTION OF FLOW t N yyD L -- POINT D POINT' C POINT A POINT H FLOW LINE PROFILE- -FLOW LINE CASE B 25 M 11"1 54 mrra 46«1 25 mm W) 1519 mrn 1S•9 2S mm 4j'? r9 M M,G,OR WAR. 450. mrnr YAR 5Q MMRIDGE I R1 CUR +H C VALLE'r E VALLFACEY I I # + Ott r 'ji SECTION A -A II SECTION B-13 SECTION C° -C AMERICAN PUBLIC WORKS ASSOCIATION - OUTHERN CALIFORNIA C"APTER I5M @ 300 mm(•4OI2'f FACE L ATE ASSEMBLY W L° DE PRESSIONSAt )00014� BASINS EACH WAY S mmitl4.1R STREET. GUTTER. m OR LOCAL, OEP1tES•^ STANDRC''PI1iIv? Stoll SURFACE I tt METRIC ., s N GUM1lM1TtEE ..�.. . (VMen 34 OP E 313-1 FLOW LINE v 75 111. FACE PLATE •� ,k t3.1R DOWELTI 1 i (TYP.k SCORING ( an s s CURB LINE � � 2 1 STEPS .. 2 SIDES W4 MANHOLE. FRAME ! !oo mm AND COVER (4'1f411N. arc 300 MM 75 CATCH a1N' t12 )MAX. t3.1R .. MANHOLE FRAM. { > AMO COYER pay „ = I�r a. Lj Z p -CONNECTOR PIPE a�< OPTIONAL SU4 UFiJLUE OR MONOLITHIC rel ._- CATCH BASIN S CONNECTION STEPS � r At SECTION A -A _ W� n�au 1 1,00 Mm 200 mwr(81 (4+)p1 10 '*4) ti 04 JPTC DOWEL (TYP.1za PLAN 177 DOWEL DETAIL STRUCTURAL. DATA WALL AND SLAG DIMENSIONS AND REINFORCEMENT REOUIREMENTS REINFORCEMENT MAX 1 MAX t #F REQUIRED IN thl Y FRONT REAR ENDWALL [BOTTOM WALL SLAB WALL 1.0 m(3.5') 2.4 W 9 1 130 MMI6.1 150 Mmt6•1 1.0 M(3.511 3.5 for) 200 rM105 1 2000 V0,081 2.0 0(7'7 1.8 "As*1 150 mm(S•) 150 marts.) 4 -pc+ OG• 2.0 milt`) 3.5 mt12.1 200 mmt8.1 200 anrrl84 4.0 m(14') 1.2 VK4' 1 1501 mm46'1 154 MWS*) 2.4 m(8*11 150 wnrn(6.1 200 mmt84 1 4.0 WWI 3.5 111 204 r aat8.) 250 a ntt01 N F 12_rM4'1; 00 min(6.1 iso =746') 0 R a E c; a 1.8 m(fi•1 1501 nm(61) 2(1"WAS.) Co D/ = M 2.4 rnis'1 E U' 200mmt8.1 200 a11110I8.1 3.0 m00,11 204 mane') 254 mrrttlO'1 E 0 3:5 artlZ 1 2011 1nrni8'1 250 mmil0') T f FOR W r 9'mi281. V > 3.5 ftAI2.1 OR 8 a 1.2 m441 SEE PROJECT PLANS' AMERICAN PUBLIC WORKS AS SOCIATCON - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN PROMULiATED 6Y T SSTR I CURB METRIC OPENING CATCH BASIN � 300-2 Rev` im USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHED "t 'OF 2. ren N,. SND A u z"a GARS OPENING a CATCH BASIN 45 `u 1I 2 R( T I 8 CURB .CURB POINT h t1.5'tm ` Ptf NT CPp11T 1 I i POINT C � ��.* BUTTE R Gr POIN E I�OINT F' A: E) POINT G`,` -«.-0IPF�N OF FLOW M cn€zECt�ioru of Plow � N,. w L - N z t f D } I -POINT C POINT sD± I P091 NTH FLOW` L114E POINT FLOW LIVE ROFIL.E CASE A 9 R >_ WOr`I' N 61 _,X _ I v CURB OPENING CATCH BASIN (S) I- _ 0 0 -2 "� C.,Fe CURB POINT Ft Pck / v" -POINT" 6 � ��RJ -PCaNT D & Ci POINT C�' 'TIER POINT E W POINT F C POINT 6 VIRECrION OF FLOW --- -+- PLAN DIRECTION OF FLOW t N yyD L -- POINT D POINT' C POINT A POINT H FLOW LINE PROFILE- -FLOW LINE CASE B 25 M 11"1 54 mrra 46«1 25 mm W) 1519 mrn 1S•9 2S mm 4j'? r9 M M,G,OR WAR. 450. mrnr YAR 5Q MMRIDGE I R1 CUR +H C VALLE'r E VALLFACEY I I # + Ott r 'ji SECTION A -A II SECTION B-13 SECTION C° -C AMERICAN PUBLIC WORKS ASSOCIATION - OUTHERN CALIFORNIA C"APTER a}P D W L° DE PRESSIONSAt )00014� BASINS LOCAL DEPRESSIONS STANDRC''PI1iIv? Pva WORKS ff-fAN0ARca$31+ METRIC ., s N GUM1lM1TtEE AT CATCH BASINS 313-1 PLw, T SHEET I OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 David S. Hammer, O.C.E. 43976 Date (expires 6/30/2005) NQ IE S' 1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR. IS CONTIGUOUS TO SUC14 SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE AS IN TWE BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 25 mmt141 DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE. CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. -GRADE. COLOR. FINISH. AND SCORING TO: EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 2. ALL. CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED <FORMS. AND SHALL: NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL .FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1: 3 MAXIMUM, EXCEPT WHERE` THE GUTTER GRADE EXCEEDS 8 PERCENT. IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR $HALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET, 4. DIMENSIONS B = 970 MM(31 -2"1 V * THE DIFFERENCE IN ELEVATIO14 BETWEEN THE TOP OF THE CURB :AND THE INVERT OF THE CATCH BASIN AT THE OUTLET to 1.35 mt4.59, y„ = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY TI4E REOUI1REMENTS: OF NOTE: T SHA NOT LESS THAN CURB FACE PLUS 300 m O E 3, BUT LL B E U mI(2 1. VI - THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. H = NOTED ON THE PROJECT PLANS. W = NOTED ON THE PROJECT PLANS. A THE ANGLE. IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE I5 ATTACHED. 5 PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS 0714ERWISF" SPFC1- 6.. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEL THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL; STEPS SHAt BE SPACED 300 mmi121 APART. THE TOP STEP SHALL BE 175 mmt71 BELOW THE TOP TO TI MANHOLE AND PROJECT 165 mm(2-1/2.1. ALL OTHER STEPS SHALL PROJECT 130 mm(5.1. T. DOWELS ARE REQUIRED AT EACH CORNER AND :AT 2 1n('7') ON CENTER (MAXIMUM) ALONG THE BACKWALL. 8. THE FOLLOWING STANDARD' PLANS ARE INCORPORATED HEREIN* 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 'CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR' 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 9. DIMENSION; SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUAL VALUES, If METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BEAR SIZES_ 1F ENGLISH KNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION AMERICAN PUBLIC WORKS ASSOCIATIOIN -SOUTHERN CALIFORNIA CHAPTER STANDARDPLAN CURB OPENING CATCH BASIN 3C10 2 SHEET 2 OF a ., 0rE.- 1, ALL EXPOSED EDGES SHALL BE FOUNDED TO AA 15 mm (HALF INCH) RADIUS, 2, THE: CURE) FACE AT POINTS ,A .AND D SHNLL BE THE NORMAL CURB FACE OF THE ADJACENT CURB THE CURB FACE AT POINTS 8 AND C SHALL BE THE. NORMAL CURB FACE OF THE AEIJAOENT' CURB PLUS: H SEE APPLICABLE CASLE CATCH BASIN STANDARD PLAN), 3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, TIME ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND G SHALL BE SET HI HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D, RESPECTIVELY. THE ELEVATIONS OF POINTS P ,AND R "SHALL 11E SET H2 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS 8 AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE : f"'I"HIIIGI�I � ER THAN THE ELEVATION AT TF4£" h1EARE:ST' GLITTER FLOW LINO. THERE WHERE {i E E E I S N 11UTT°ER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION ' OF POINT E SHALL BE SET H3 NIGHER THAN THE ELEVATION AT THE NEAREST TOL: OF CURB. 5. DIMENSIONS. H - NOTED ON. THE PROJECT PLANS. HI = NOTED ON THE PROJECT PLANS. 142 = NOTED ON THE PROJECT PLANS. H,3 = NOTED ON THE PROJECT PLANS. G - 600 mm (2 Feet) K - 1..5 'm IS Feet)' L 1.8 m (4 Feet) M 1.2 m (4 Feet) N 1.5 m (5 Feet) Wa CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME 'END WVALL$ FOR MUTIPLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 204 mm (8 INCHES) - 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE 'NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING 8AR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL RE ENGLISH VALUES. S- Nq� ry�F DRAWN BY. w No. 43976 m AE Exp. 6/30/05 DESIGNED BY. ' AE �9TC ► V I - ��\P CHECKED B : FOF CAL\FC MI CITY OF FONTANA, CALIFORNIA STMEET I mpROvErummift PLAIV TRACT NO. 16271_1 SCALE: AS NOTED TYPICAL SECTIO DATE: = " DETAHSHEET DECEMBER, 2003 A OVED BY: DRAWING NO.: 2 D CITY ENGINEER R.C.E. 51152 ,z553_7 ) a _A J..._\ 4nnn0\ _L___L\ 4C474 1\ 1C474 4 OTA) A— - I ucnunlc. Ill. \uvy\IcUVU\au cca\IWcf I \ivu I STANDARD PLAN 313-1 W L° DE PRESSIONSAt )00014� BASINS Y S- Nq� ry�F DRAWN BY. w No. 43976 m AE Exp. 6/30/05 DESIGNED BY. ' AE �9TC ► V I - ��\P CHECKED B : FOF CAL\FC MI CITY OF FONTANA, CALIFORNIA STMEET I mpROvErummift PLAIV TRACT NO. 16271_1 SCALE: AS NOTED TYPICAL SECTIO DATE: = " DETAHSHEET DECEMBER, 2003 A OVED BY: DRAWING NO.: 2 D CITY ENGINEER R.C.E. 51152 ,z553_7 ) a _A J..._\ 4nnn0\ _L___L\ 4C474 1\ 1C474 4 OTA) A— - I ucnunlc. Ill. \uvy\IcUVU\au cca\IWcf I \ivu I