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TyplCAL <br />OPENING <br />.lIg <br />- THICK CONCRETE <br />4 StAB AT OPENING <br />30 <br />CORNER <br />OPENING <br />re <br />6" 6" w <br />z <br />0� <br />0 <br />U <br />*DIMENSIONS SHOWN ON SHEET C5.0.1 ARE TO THE MIDDLE OF THE CURB OPENING <br />All jj"&4jj;A1 b TJT rll;q� <br />NOT TO SCALE <br />SEAL ALL JOINTS WITH <br />NOT TO SCALE <br />PAVED OR CONCRETE AREA LAWN OR LANDSCAPED AREA <br />AC/AB OR CONCRETE <br />PER PLAN. <br />COMPACT IN 12" MAX. 7 <br />. .... .... ...... <br />. .. . ....... <br />LAYERS TO A MIN. <br />RELATIVE COMPACTION <br />OF 95% UNDER <br />PAVEMENT AND 90% <br />OUTSIDE PAVEMENT. <br />COMPACT IN 24" MAX. <br />LAYERS TO A MIN. RELATIVE <br />COMPACTION OF 85%. <br />COMPACT IN 6" LAYERS <br />TO A MINIMUM RELATIVE <br />+ <br />COMPACTION OF 90% -7. OD <br />0 <br />_F(MIN)A OOL(MiN <br />. .......... <br />NOTES: <br />t RELATIVE COMPACTION OF MATERIALS SHALL BE TESTED IN <br />ACCORDANCE WITH THE STATE OF CALIFORNIA, DEPT. OF <br />TRANSPORTATION TESTING MANUALS, TEST METHOD NO. <br />CALIFORNIA 216 OR 231. <br />2. ALL EXISTING PAVEMENT SHALL BE NEATLY CUT TO LINE <br />PRIOR TO TRENCH EXCAVATION. <br />3. JETTING OR PONDING WILL BE PERMITTED WITHIN THE STREET <br />RIGHT OF WAY WITH A 3 YEAR BOND. <br />4. WHEN SHOWN BY SOIL COMPOSITION AND COMPACTABILITY, <br />NINETY PERCENT (90%) COMPACTION MAY, BE USED, WHEN <br />APPROVED BY THE DISTRICT. <br />5. SPECIAL BEDDING REQUIREMENTS MAY BE SHOWN ON THE <br />PLANS OR SPECIFIED IN SPECIAL PROVISIONS. <br />6. SHOULDERS SHALL BE AS SHOWN THE PLANS OR SPECIFIED <br />IN THE SPECIAL PROVISIONS BUT IN NO CASE SHALL THE <br />SHOULDER BE LESS THAN THREE FEET WIDE AS MEASURED <br />FROM THE EDGE OF PAVEMENT. <br />TYPICAL TRENCH SECTION <br />NOT TO SCALE <br />14 BARS <br />CONTINUOUS <br />3/8' <br />-1 r <br />xpj�l "IM440 <br />V :1 WA491 <br />NOM I <br />CONSTRUCT EXPANSION JOINTS PER AGENCY REQUIREMENTS AT <br />BEGINNING & ENDS OF CURBS, EACH SIDE OF CATCHBASINS, AND <br />OTHER FIXED OBJECTS. <br />#4 BARS <br />n3 PREFORMED FIBER EXPANSION JOINT FILLER CONFORMING <br />TO ASTM D-1751. <br />n4 MAXIMUM SPACING OF EXPANSION JOINTS <br />ARE 80 FEET FOR CURBS. <br />#4 REBAR 18- LONG EMBEDDED <br />EXISTING PROPOSED INTO EXISTING CONCRETE 4' <br />MINIMUM W/ S.E.T. EPDXY. DOWELS <br />SHALL BE PLACED AT 48" O.C. W/ <br />6" SPACING FROM EDGES. <br />. .. . ... . ........ . . .......... . ............. <br />A <br />-4 <br />DOWEL INTO <br />EXISTING CONCRETE <br />NOT TO SCALE I NOT TO SCALE \Sf NOT TO SCALE <br />"CHRISTY" NO. F-8 OR APPROVED <br />EQUAL IN LANDSCAPED AREAS. <br />*CHRISTY* G5 OR APPROVED EQUAL <br />IN PAVED AREAS. <br />LANDSCAPING ASPHALT <br />CLEANOUT PLUG <br />% <br />CONCRETE COLLAR <br />CLEANOUT RISER To <br />MATCH SIZE OF PIPE <br />LATERAL TO BUILDING <br />INSTALL 45' <br />WYE—TEE <br />COMBINATION <br />- INSTALL. 45! <br />WYE—TEE <br />COMBINATION <br />ALTERNATE LATERAL CONNECTION <br />PLUG (IF NOT CONNECTED) 7'0 S_ <br />Ewtw/sToou AWN <br />-rO <br />POINT OF CONNECT -ION <br />TO MAIN LINE <br />CLEAN-OUT DETAIL <br />NOT TO SCALE <br />RIGID PAVEMENT SECTION <br />MIRAF1 140N OR EQUAL FABRIC. NATIVE SOIL ABOVE ROCK <br />f�l <br />LAP SPLICE PER MANUFACTURER WELL SHALL BE COMPACTED <br />RECOMMENDATION. TO 95% R.C. <br />I <br />GRADE SURFACE !?_-_1 1 <br />LLN <br />SCALE: 1"=3' <br />NOTE: <br />FOR GRATING LOCATED ON THE SURFACE OF ANY —CALIFORNIA CONCRETE PIPE CORP. <br />PEDESTRIAN WAY IN THE PATH OF, TRAVEL, GRID OR FRAME: A-625 <br />ANY OPENING IN GRATING SHALL, BE LIMITED TO COVER: A-108 <br />1/2" IN THE DIRECTION OF TRAFFIC FLOW, IF SUCH OR APPROVED EQUAL <br />CONDITION OCCURS, PROVIDE MANUFACTURER'S CUT <br />SHEET FOR REVIEW. <br />VF 4 <br />SECURE FRAME TO <br />6" PIPE WITH CONC. 6" <br />COLLAR <br />REINFORCED <br />CONCRETE PIPE <br />04 <br />24" 0 <br />6" STORM DRAIN FROM <br />NEARBY CATCHBASIN <br />WHEN APPLICABLE <br />SLOPE BOTTOM WITH <br />CONCRETE AT END OF <br />SLOPE LINE CATCHBASIN <br />4 <br />4< 4 10 <br />�CLASS "B" <br />CATCH BASIN CONCRETE BASE <br />NOT TO SCALE <br />PER ASTM D2321. <br />SCALE: 1 "=20' <br />EXPANSION <br />GREASE #4 REBAR IN NEW <br />CONCRETE AREA AT ALL EXPANSION <br />JOINTS <br />COMPACTED NATIVE SOIL 2"x 6" HEADER BOARD <br />"K( <br />x <br />2 16d GALV. NAILS <br />2"x 4" <br />18" POST <br />0 4 O.C. <br />I , : 1111 1 �11; ; i 4 111" 1 lIiil' ij, 1: <br />\Iy� NOT TO SCALE <br />01 ^nC' 'r^ MOAM <br />SLOPE TO DRAIN SLOPE TO DRAIN <br />t <br />uj <br />ry <br />6" SQUARE CAST <br />IRON REMOVABLE GRATE r . .... .. .. . <br />NOTTO SCALE <br />NDSFILt A6 9" 120ft!R " OR 18" LOW <br />PRO <br />APPROVED EQUAL <br />CONCRETE COLLAR <br />COMPACTED SOIL <br />NDS UNIVERSAL OUTLET <br />APPROVED EQUAL <br />PVC PIPE <br />PVC TEE <br />COMPACTED AND <br />CRUSHED STONE <br />NDS 9" 12" OR 18" LOW <br />PROFILE ADAPTER <br />APPROVED EQUAL <br />—CONCRETE COLLAR <br />COMPACTED SOIL <br />_NDS UNIVERSAL OUTLET <br />APPROVED EQUAL <br />PVC PIPE <br />PVC ELBOW <br />COMPACTED AND <br />CRUSHED STONE <br />IOINT <br />F <br />MCR ENGINEERING, INC. <br />1242 DUPONT COURT <br />MANTECA, CA 95336 No.054088 <br />ENGINEERING TEL: (209)239-6229 EXP, 12-31-15 <br />w <br />www.mcreng.coFAX: (209)239-8839 <br />clvk\- <br />Copyright @ 2014 Rainforth Grau Architects. All fights reserved. Reproduction of these plans, either in whole or in part, including any form <br />of copying and/or preparation of derivative works thereof, for any reason without prior written permission, is Wetly prohibited. <br />DSA <br />File No. 39-53 <br />IDENTIFICATION STAMP <br />DIV. OF THE STATE ARCHITECT <br />02 114490 INC I <br />AC4D-fFLS kM"<S:;1�@ <br />DATE t I Ate / /. �` <br />24" 0 CURB INLET <br />r <br />NOT TO SCALE <br />DRAWN PROJECT NO. <br />SLS 15-014 <br />CHECKED DATE <br />JDE 6-26-15 <br />SCALE SHEET <br />AS NC}TED <br />C2.0.1 <br />.5r <br />-12" MIN Lo <br />...... . .... <br />y y <br />LLN <br />SCALE: 1"=3' <br />NOTE: <br />FOR GRATING LOCATED ON THE SURFACE OF ANY —CALIFORNIA CONCRETE PIPE CORP. <br />PEDESTRIAN WAY IN THE PATH OF, TRAVEL, GRID OR FRAME: A-625 <br />ANY OPENING IN GRATING SHALL, BE LIMITED TO COVER: A-108 <br />1/2" IN THE DIRECTION OF TRAFFIC FLOW, IF SUCH OR APPROVED EQUAL <br />CONDITION OCCURS, PROVIDE MANUFACTURER'S CUT <br />SHEET FOR REVIEW. <br />VF 4 <br />SECURE FRAME TO <br />6" PIPE WITH CONC. 6" <br />COLLAR <br />REINFORCED <br />CONCRETE PIPE <br />04 <br />24" 0 <br />6" STORM DRAIN FROM <br />NEARBY CATCHBASIN <br />WHEN APPLICABLE <br />SLOPE BOTTOM WITH <br />CONCRETE AT END OF <br />SLOPE LINE CATCHBASIN <br />4 <br />4< 4 10 <br />�CLASS "B" <br />CATCH BASIN CONCRETE BASE <br />NOT TO SCALE <br />PER ASTM D2321. <br />SCALE: 1 "=20' <br />EXPANSION <br />GREASE #4 REBAR IN NEW <br />CONCRETE AREA AT ALL EXPANSION <br />JOINTS <br />COMPACTED NATIVE SOIL 2"x 6" HEADER BOARD <br />"K( <br />x <br />2 16d GALV. NAILS <br />2"x 4" <br />18" POST <br />0 4 O.C. <br />I , : 1111 1 �11; ; i 4 111" 1 lIiil' ij, 1: <br />\Iy� NOT TO SCALE <br />01 ^nC' 'r^ MOAM <br />SLOPE TO DRAIN SLOPE TO DRAIN <br />t <br />uj <br />ry <br />6" SQUARE CAST <br />IRON REMOVABLE GRATE r . .... .. .. . <br />NOTTO SCALE <br />NDSFILt A6 9" 120ft!R " OR 18" LOW <br />PRO <br />APPROVED EQUAL <br />CONCRETE COLLAR <br />COMPACTED SOIL <br />NDS UNIVERSAL OUTLET <br />APPROVED EQUAL <br />PVC PIPE <br />PVC TEE <br />COMPACTED AND <br />CRUSHED STONE <br />NDS 9" 12" OR 18" LOW <br />PROFILE ADAPTER <br />APPROVED EQUAL <br />—CONCRETE COLLAR <br />COMPACTED SOIL <br />_NDS UNIVERSAL OUTLET <br />APPROVED EQUAL <br />PVC PIPE <br />PVC ELBOW <br />COMPACTED AND <br />CRUSHED STONE <br />IOINT <br />F <br />MCR ENGINEERING, INC. <br />1242 DUPONT COURT <br />MANTECA, CA 95336 No.054088 <br />ENGINEERING TEL: (209)239-6229 EXP, 12-31-15 <br />w <br />www.mcreng.coFAX: (209)239-8839 <br />clvk\- <br />Copyright @ 2014 Rainforth Grau Architects. All fights reserved. Reproduction of these plans, either in whole or in part, including any form <br />of copying and/or preparation of derivative works thereof, for any reason without prior written permission, is Wetly prohibited. <br />DSA <br />File No. 39-53 <br />IDENTIFICATION STAMP <br />DIV. OF THE STATE ARCHITECT <br />02 114490 INC I <br />AC4D-fFLS kM"<S:;1�@ <br />DATE t I Ate / /. �` <br />24" 0 CURB INLET <br />r <br />NOT TO SCALE <br />DRAWN PROJECT NO. <br />SLS 15-014 <br />CHECKED DATE <br />JDE 6-26-15 <br />SCALE SHEET <br />AS NC}TED <br />C2.0.1 <br />