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Home My WebLink About5188-3W y czWi N K WD L N CURB OPENING CATCH BASIN (S) � CURB J POINT A J 0.5 POINT B `POINT D ST POINT C RIDGE GRRDE Ne POINT EL-sPOINT G POINT F A PLAN Lo, B 4 -DIRECTION OF FLOW -DIRECTION OF FLOP POINT A M 1" I�2" FACE+H POINT 0 POINT Et � POINT C FLOW LINE PROFILE FLOW LINE CASE 8 SECTION A -A SECTION B -B SECTION C -C NOT TO SCALE �ap0.0FES/ O,ygY AP ROVED BY:� CITY OF FONTANA 5~�Q `aR0.0 SAN°°o fyc/ LOCAL DEPRESSIONS No. 51152 A CITY ENGINEER DATE RICARDO SANDOVAL AT CATCH BASINS * EXP. sr3Dro7 REVIEWED 8Y: 70-i 0711",� a�L �rglF OF CAL11- DATE OF LAST REVISION: STD. PLAN N0. 3003 SHT 'I OF 3 TABLE FOR DIMENSIONS AND BAR SIZES LATERAL / CONNECTOR #3 OR #4 0 18" OC - ROUND EDGES TO RADIUS OF APPROXIMATE ID OF LATERAL. MAXIMUM 36" A & B BARS 6. -II � W I STATI� STATION PT, OR #4 � STATION NOTE 4 /- #3 OR #4 #4 0 18" OC, BOTH WAYS, TO BE I/ USED WHEN D, IS 60" OR MORE LONGITUDINAL SECTION D BARS W I OR #'4 114 16 1/2 n m #4 0 18" OC, BOTH WAYS, TO 6E !/ I� 120 1 ®®m USED WHEN B IS 60" OR MORE " �, MAIN LINE 126 132 17 11 SECTION N' -N" -N' 138 1 t PROJECTED ON M -M -N" 144 18 NOT TO SCALE 2' WHERE THERE IS NO ADJACENT GUTTER CURB I NORMAL CURB FACE _ C r V / - - - -I F-I POINT 13 \ ` POINT D C POINT A J FLOW LINE PROFILE POINT C FLOW LINE SE91,01 1. POINT B POINT C "' h\ G 27' CASE A 30" 6' z �Na N L WO L N Z W O W Q 4 w K CURB OPENING r z CATCH BASIN (S) i C CURB POINT A POINT B POINT D POIN C y� POINT E POINT F PLAN C POINT G I DIRECTION OF FLOW -- ... -DIRECTION OF FLOW POINT A M 1" I�2" FACE+H POINT 0 POINT Et � POINT C FLOW LINE PROFILE FLOW LINE CASE 8 SECTION A -A SECTION B -B SECTION C -C NOT TO SCALE �ap0.0FES/ O,ygY AP ROVED BY:� CITY OF FONTANA 5~�Q `aR0.0 SAN°°o fyc/ LOCAL DEPRESSIONS No. 51152 A CITY ENGINEER DATE RICARDO SANDOVAL AT CATCH BASINS * EXP. sr3Dro7 REVIEWED 8Y: 70-i 0711",� a�L �rglF OF CAL11- DATE OF LAST REVISION: STD. PLAN N0. 3003 SHT 'I OF 3 TABLE FOR DIMENSIONS AND BAR SIZES LATERAL / CONNECTOR #3 OR #4 0 18" OC - ROUND EDGES TO RADIUS OF APPROXIMATE ID OF LATERAL. MAXIMUM 36" A & B BARS 6. -II � W I STATI� STATION PT, OR #4 � STATION NOTE 4 /- #3 OR #4 #4 0 18" OC, BOTH WAYS, TO BE I/ USED WHEN D, IS 60" OR MORE LONGITUDINAL SECTION D BARS W I OR #'4 114 16 1/2 n m #4 0 18" OC, BOTH WAYS, TO 6E !/ I� 120 1 ®®m USED WHEN B IS 60" OR MORE " �, MAIN LINE 126 132 17 11 SECTION N' -N" -N' 138 1 t PROJECTED ON M -M -N" 144 18 NOT TO SCALE 2' WHERE THERE IS NO ADJACENT GUTTER CURB I NORMAL CURB FACE _ C r V I POINT E BY: PLAN CASE C FLOW LINE PROFILE CASE C No. 51152 '° CITY ENGINEER DATE RICARDO SANDOVAL ExP. 9130107 awt REVIEWED BY: �a f OF CAL1E�a\P DATE OF LAST REVISION: _-___7 CURB UTTER C (SEE SHEET 1) NORMAL CURB FACE FLOW LINE NOT TO SCALE CITY OF FONTANA LOCAL DEPRESSIONS AT CATCH BASINS srD. PLAN No. 3003 'i sHr 2 of 3 LOCAL DEPRESSION DETAIL N.T.S. NOTES 1. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, B, SHALL NOT EXCEED 5' 45'. 2. VALUES FOR A, B. C, DI AND D2 ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN REQUIRED BY NOTE 10. 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. 4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615, GRADE 40, AND SHALL TERMINATE 1 1/2" CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL BARS SHALL BE J3 OR #'4 O 18" OC OR LESS. 5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 6, TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT LONGITUDINAL KEYWAY. 7, THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION OF THE CONTRACTOR TO MEET RCP ENDS, USING D BARS, LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE, BUT ANY CHANGE IN THE LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE, UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS. 9. WHEN THERE IS NO SPUR REQUIRED, A & B BARS SHALL BE OMITTED. 10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT DRAWINGS, INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY, ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS, AND INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN OR GRADE BREAK IN INLET UNE. ELEVATION R SHALL BE SHOWN ON PROJECT DRAWINGS QNLY WHEN STUB IS TO BE PROVIDED IN MAIN LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. 11. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 25'. IF THE COVER EXCEEDS 25' A SPECIAL STRUCTURE SHALL BE DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS. 12. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACT EQUAL VALUES. NOTES 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A HALF INCH RADIUS. 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN). 3. IN EXISTING W STREETS WHERE ERE NO PAVEMENT REMODELING IS INDICATED THE 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 REMODEUNG 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 POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H = NOTED ON THE PROJECT PLANS. H1 = NOTED ON THE PROJECT PLANS. H2 =NOTED ON THE PROJECT PLANS. H3 = NOTED ON THE PROJECT PLANS. G = 2 FEET K = 5 FEET L = 6 FEET M = 4 FEET N = 5 FEET WD = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS ! FOR MULTIPLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE B INCHES. 6. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACTLY EQUAL VALUES. �ap0.0FtsSIA ,yg7 AROVED Y: CITY OF FONTANA W m ° LOCAL DEPRESSIONS CITY ENGINEER No. 51152 P RICARDO SANDOVAL DATE AT CATCH BASINS *' EXP. 9/30/07 REVIEWED BY: � a+n ��qrE Of CAL1F00.�\F DATE OF LAST REVISION: STD. PLAN N0. 3003 SHT 3 OF 3 (j MAIN UNE RCP OR REINFORCED MONOUTI ARCH, SEE NOTE 2- CURB OPENING F CATCH BASIN (S>>j II - - - -I F-I DINT NOTE 3 C 5" 18' 5" SE91,01 1. POINT B POINT C "' h\ G 27' 51/2' 30" I POINT E BY: PLAN CASE C FLOW LINE PROFILE CASE C No. 51152 '° CITY ENGINEER DATE RICARDO SANDOVAL ExP. 9130107 awt REVIEWED BY: �a f OF CAL1E�a\P DATE OF LAST REVISION: _-___7 CURB UTTER C (SEE SHEET 1) NORMAL CURB FACE FLOW LINE NOT TO SCALE CITY OF FONTANA LOCAL DEPRESSIONS AT CATCH BASINS srD. PLAN No. 3003 'i sHr 2 of 3 LOCAL DEPRESSION DETAIL N.T.S. NOTES 1. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, B, SHALL NOT EXCEED 5' 45'. 2. VALUES FOR A, B. C, DI AND D2 ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN REQUIRED BY NOTE 10. 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. 4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615, GRADE 40, AND SHALL TERMINATE 1 1/2" CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL BARS SHALL BE J3 OR #'4 O 18" OC OR LESS. 5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 6, TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT LONGITUDINAL KEYWAY. 7, THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION OF THE CONTRACTOR TO MEET RCP ENDS, USING D BARS, LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE, BUT ANY CHANGE IN THE LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE, UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS. 9. WHEN THERE IS NO SPUR REQUIRED, A & B BARS SHALL BE OMITTED. 10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT DRAWINGS, INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY, ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS, AND INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN OR GRADE BREAK IN INLET UNE. ELEVATION R SHALL BE SHOWN ON PROJECT DRAWINGS QNLY WHEN STUB IS TO BE PROVIDED IN MAIN LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. 11. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 25'. IF THE COVER EXCEEDS 25' A SPECIAL STRUCTURE SHALL BE DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS. 12. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACT EQUAL VALUES. NOTES 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A HALF INCH RADIUS. 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN). 3. IN EXISTING W STREETS WHERE ERE NO PAVEMENT REMODELING IS INDICATED THE 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 REMODEUNG 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 POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H = NOTED ON THE PROJECT PLANS. H1 = NOTED ON THE PROJECT PLANS. H2 =NOTED ON THE PROJECT PLANS. H3 = NOTED ON THE PROJECT PLANS. G = 2 FEET K = 5 FEET L = 6 FEET M = 4 FEET N = 5 FEET WD = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS ! FOR MULTIPLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE B INCHES. 6. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACTLY EQUAL VALUES. �ap0.0FtsSIA ,yg7 AROVED Y: CITY OF FONTANA W m ° LOCAL DEPRESSIONS CITY ENGINEER No. 51152 P RICARDO SANDOVAL DATE AT CATCH BASINS *' EXP. 9/30/07 REVIEWED BY: � a+n ��qrE Of CAL1F00.�\F DATE OF LAST REVISION: STD. PLAN N0. 3003 SHT 3 OF 3 (j MAIN UNE RCP OR REINFORCED MONOUTI ARCH, SEE NOTE 2- PLAN % A CONNECTOR PIPE 48ARS 0 6" OC 0 - #3 OR #4 0 18" OC TIE BARS & F BARS O 3" OC E NOTE 8 3 O 4018' TIE SPUR G BARS REINFORCING STEEL 14 0 6 OC' 3" MIN SPRING UNE F11 OUND EIEV\ GESE5810 Y OC 1 - ELEV S 11- \� F BARS 5 $503'OC UNDISTURBED CONCRETE CRADLE v1RTH 450-C-2000 SEE NOTE 9 TABLE VALUES OF FOR T B DINT NOTE 3 i 5" 18' 5" PLAN % A CONNECTOR PIPE 48ARS 0 6" OC 0 - #3 OR #4 0 18" OC TIE BARS & F BARS O 3" OC E NOTE 8 3 O 4018' TIE SPUR G BARS REINFORCING STEEL 14 0 6 OC' 3" MIN SPRING UNE F11 OUND EIEV\ GESE5810 Y OC 1 - ELEV S 11- \� F BARS 5 $503'OC UNDISTURBED CONCRETE CRADLE v1RTH 450-C-2000 SEE NOTE 9 TABLE VALUES OF FOR T B T 12' 5" 15' 5" 18' 5" 24" 5 1/2' 27' 51/2' 30" 6' 33" 6 1/2' 36" 6 1/2' 39' 7" BARS BARS SECTION Z -Z SECTION M -M NOT TO SCALE e0.oFESS/Oxq� A ROVED BY: CITY OF FONTANA PW sAx_. � /0.i8 JUNCTION STRUCTURE No. 51152 CITY ENGINEER DATE PIPE TO PIPE INLET EXP. 9130107 RICARDO SANDOVAL ID > 24" OR OD> 112 II" * REVIEWED BY: W MAIN LINE ID F OF p 1E�a\� DATE OF LAST REVISION: -. STD. PLAN N0. 3010 SHT 'I OF 2 JUNCTION STRUCTURE DETAIL N.T.S. NOTES 1. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE MAIN UNE: OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER THAN 24". B SHALL NOT EXCEED .75 D OR 39". 2. IF THE MAIN UNE IS REINFORCED MONOLITHIC ARCH STORM DRAIN, D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A REINFORCED MONOLITHIC ARCH. 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE INTERSECTIONS OF CENTER LINES OF MAIN UNE AND LATERAL STATIONS SHOWN ON PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH THE CONNECTOR PIPE CENTER UNE. 4. VALUES FOR A, B, C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER NOTE 5. 5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET PIPE IS TO ENTER THE MAIN UNE RADIALLY. h. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE. c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET PIPE IS TO ENTER THE MAIN I LINE OTHER THAN RADIALLY. INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN LINE. 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALLY IF ANGLE A IS GREATER THAN 45', B IS LESS THAN OR EQUAL TO 24" AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN .5D. 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. 8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE TRANSVERSE REINFORCEMENT OF THE MAIN UNE SHALL BE CUT AT THE CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF THE SPUR. 9. THE MAIN LINE SHALL BE REINFORCED WITH CONCRETE CRADLE AND ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND 12" ABOVE THE TOP OF THE MAIN UNE AND TO THE LIMITS OF THE CRADLE. IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 40 AND BE PLACED 1 1/2" CLEAR FROM CONCRETE SURFACES. UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE WITH J=7D/12+6". 11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING UNE OF THE SPUR. 12. DIMENSIONS SHOWN ON THE PLANS ARE NOT EXACT EQUAL VALUES. pROFE5510Nq� OVED BY: 7 CITY OF FONTANA "oo sAx°°`IFy�F JUNCTION STRUCTURE o/g•c>d No. 51152 `CITY ENGINL-R" DATE PIPE TO PIPE INLET RICARDO SANDOVAL ID > 24" OR OD> 112 EXP 8130107 * REVIEWED BY: 92 MAIN LINE ID CN0.\p vilm E OF CAL1E��DATE OF LAST REVISION: STD. PLAN N0. 30'10 SHT 2 OF 2 �0. pEtOFESSIpyg7 oven BY: CITY OF FONTANA pAOFEss1°° ;ITY pp OVED BY: CITY OF FONTANA \AP Pp,C6 SAN°° c ytiAa�'`,�RDO SAp°Ob Fyc/ p TRANSITION STRUCTURE p ENGINEER DATE TRANSITION STRUCTURE No. 51152 CITY ENG( ER DATE No. 51152 RICARDO SANDOVAL PIPE TO PIPE RICARDO SANDOVAL PIPE TO PIPE EXP. 9130107 ** EXP. 9130107 � REVIEWED BY: �L, REVIEWED BY: clwL EOF GlkO 0.\P DATE OF LAST REVISION: STO. PLAN N0. 3026 SHT 1 OF 2 f OF CAUFDATE OF LAST REVISION: STD. PLAN N0. 3026 SHT 2 OF 2 CITY OF FONTANA APPROVED BY: TRANSTION STRUCTURE DETAIL LGL DATE: i N.T.S. /CITY ENGINEER R.C.E. 51152 nd Service Alert Underground BENCHMARK PREPARED BY: MARK REVISIONS APPR DATE 9 �10FE-10 COUNTY OF SAN BERNARDINO STORM DRAIN ROAD No. FORE Yo SAN BERNARD/NO F.8. 4015 PAGE 982 �� RD S �F 0ThienesEn ineerin lnc. �� DEPARTMENT OF PUBLIC WORKS PLAN AND PROFILE 0 7-15 00510) ,g g COI(: TOLL FREE DESCELEVRIBED IBED ASgFOLLOWS: FD. GOOD COND. ® S.R.R.R. & FOOTHILL BLVD. 14349 FIRES�ONEING •BOU�E1/ARD INC R.C.E. N0. 5615 m RECOMMENDED BY: FILE NO. �� `__ SULTANA AVENUE 1 -800-227-2600PER QUAD 341172. Q LA MIRADA, CALIFORNIA 90638 rNi S Exp. 12-31-14 Q 4)5 4811 F"(714)521-4173 9 AP PRO D BY: APN: 0232-051-11,12,26,27&36 9 DATE 14/ rF Of, 1C A`�F°� - COUNTY O F TWO WORKING DAYS BEFORE YOU DIG ELEVAT/ON = 1286.018' (NGI/D '29� / EINHARD STENZEL R.C.E. 56155 EXP. 12/31/14 DATE TRAFFIC DIVISION DATE GIA KIM DATE SAN B E R N A R D N 0 SHEET 3 OF 3 HIEF, LAND DEVELOPAAENT DIVISION11 5188-3 i 0 1 6 0 U I a 0 n 01