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NOTES 1 & 2 (TO BE PAID UNDER HYDROSEEDING): <br />1. CONTRACTOR SHALL BACK -FILL THE UPPER TWO-THIRDS OF THE <br />STREAM BANK AREAS RECEIVING ROCK SLOPE PROTECTION <br />(RIPRAP) WITH TOPSOIL. THE TOPSOIL FILL SHOULD) BE PLACED TO <br />FILL THE VOIDS IN THE ROCK SLOPE PROTECTION AND PROVIDE A <br />SUBSTRATE FOR REVEGETATION EFFORTS. THE SOIL SHALL BE <br />COMPACTED TO THE EXTENT POSSIBLE TO ACHIEVE FILLING OF <br />THE VOIDS AND STABILIZE THE FILL. TO THE EXTENT PRACTICAL, <br />SOIL SHOULD BE WORKED INTO THE INTERSTITIAL SPACES AMONG <br />ROCK (FILL THE VOIDS). THE EXCAVATOR'S BUCKET OR A "SHEEP'S <br />FOOT" MAY BE NEEDED TO WORK SOIL INTO THE VOIDS. <br />2. CONTRACTOR SHALL STA3ILIZE THE TOPSOIL COVERED RIPRAP <br />AREAS BY SEEDING WITH A BLEND OF LOCALLY NATIVE AND <br />STERILE EROSION CONTROL GRASS SEEDS. THE SEED MIX SHALL BE <br />PRE -APPROVED BY THE DEPARTMENT. THE AREA SHALL BE <br />REVEGETATED AS SOON AS POSSIBLE AFTER CONSTRUCTION <br />ACTIVITIES IN THOSE AREAS CEASE. SEEDED AREAS SHOULD BE <br />COVERED WITH BROADCAST SEED -FREE STRAW. <br />3. SURFACE GRADES SHOWN ARE AT THE ALIGNMENT CENTERLINE <br />STATION LABELED IN THE SECTION VIEW. <br />120 <br />115 <br />110 <br />105 <br />100 <br />95 <br />90 <br />85 <br />80 <br />75 <br />70 <br />65 <br />60 <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />Brian Hammer <br />2/18/16 <br />Joe Domenichelli <br />2/18/16 <br />DRAWER <br />SHEET NO. <br />SHEET NAME <br />Brian Hammer <br />PLAN AND <br />CROSS SECTION <br />N: 2155396.48 0 00 <br />E: 6401202.97 00 <br />155372.11 <br />E 6 4.48' o <br />EV: 8.9' <br />R <br />N 2155355.83=` 9 c <br />E 6401225.05An m <br />o 0 0 <br />ELEV:�90.5' <br />N 2155360.42.' <br />E 6401208.97 - o' <br />ELEV:,,94:7' o 0 <br />(E) �OP _ c <br />N 2155358.06 LIMITS OF <br />E 6401216.95 , NEW RSP >>, <br />ELEV: 91.6' <br />N 2155350.89 <br />E 6401225.02 <br />ELEV: 93.0' <br />LIMITS OF NEW WIRE <br />ENCLOSED RSP SEE <br />CROSS SECTIONS ON <br />SHEETS 3 - 6 <br />(E) GROUND <br />do r.IjAkp <br />NINE <br />®�•�l�ilril�� <br />•77rt�j►_ _�_� <br />\� 99 <br />. <br />00 may` �55364-ed <br />D�► --` 8 �'� ,4 E 6401257.39 <br />' 7,71- �\-�~-��LEV: 79.0 <br />♦ � � 534 . <br />o 0 0 401257.? <br />3 <br />VAN ALLEN PLAN VIEW N 2155342.6 N 2155338.29 <br />E 6401257.86 E 6401277.33 <br />SCALE:1 "=10' ELEV: 92 5 ELEV:,g2.7' <br />qt q <br />�. SEP t.►�cE� ��a�o� rA�� ctlo .,.� <br />W ��, Rbp w �T� F��s��. i,►��-T-�- <br />TYPICAL STA 0+00 TO 3+53 <br />: I <br />x <br />r <br />ORA, <br />N: 2155396.48 0 00 <br />E: 6401202.97 00 <br />155372.11 <br />E 6 4.48' o <br />EV: 8.9' <br />R <br />N 2155355.83=` 9 c <br />E 6401225.05An m <br />o 0 0 <br />ELEV:�90.5' <br />N 2155360.42.' <br />E 6401208.97 - o' <br />ELEV:,,94:7' o 0 <br />(E) �OP _ c <br />N 2155358.06 LIMITS OF <br />E 6401216.95 , NEW RSP >>, <br />ELEV: 91.6' <br />N 2155350.89 <br />E 6401225.02 <br />ELEV: 93.0' <br />LIMITS OF NEW WIRE <br />ENCLOSED RSP SEE <br />CROSS SECTIONS ON <br />SHEETS 3 - 6 <br />(E) GROUND <br />do r.IjAkp <br />NINE <br />®�•�l�ilril�� <br />•77rt�j►_ _�_� <br />\� 99 <br />. <br />00 may` �55364-ed <br />D�► --` 8 �'� ,4 E 6401257.39 <br />' 7,71- �\-�~-��LEV: 79.0 <br />♦ � � 534 . <br />o 0 0 401257.? <br />3 <br />VAN ALLEN PLAN VIEW N 2155342.6 N 2155338.29 <br />E 6401257.86 E 6401277.33 <br />SCALE:1 "=10' ELEV: 92 5 ELEV:,g2.7' <br />qt q <br />�. SEP t.►�cE� ��a�o� rA�� ctlo .,.� <br />W ��, Rbp w �T� F��s��. i,►��-T-�- <br />TYPICAL STA 0+00 TO 3+53 <br />I <br />,_�—ALIGNMENT <br />STA 3+76.00 <br />-80 <br />-60 -40 -20 0 20 40 60 <br />CROSS SECTION A -A <br />SCALE: HORIZONTAL 1"=10' <br />VERTICAL 1" = 10' <br />VAN ALLEN ROAD BRIDGE NO. 29C-115 <br />SCOUR MITIGATION PROJECT <br />SCALE (Van Allen Road Bridge at South Littlejohns Creek) <br />FEDERAL AID PROJECT NO. BPMP-5929 (226;) <br />-�-z. - 116 <br />Joseph W. Domenichelli <br />:.. COUNTY OF SAN JOAQUIN <br />=, DEPARTMENT OF PUBLIC <br />WORKS BRIDGE DIVISION <br />1810 EAST HAZELTON AVENUE <br />STOCKTON, CALIFORNIA 95205 <br />PHONE: (209) 468 - 3000 <br />FAX: (209) 468 - 2999 <br />ON l33HS <br />iECORTD,-[�i,91�(IN(Change) - <br />r%rt& <br />Any Parson Using This Ing Should Y <br />NO-InfOrmetian By inspecting The S%te Of W01 <br />&- � � �� JC�1 �� r --'E8 <br />1 10 1 Investment Blvd. Suite 115 Ph: (916) 933-1997 <br />EI Dorado Hills, CA 95762 Fax: (916) 933-4778 <br />2JlIMd 14 <br />SHEET NO. <br />3 of 8 <br />U <br />W <br />D <br />O <br />n <br />z <br />O <br />Q <br />c� <br />ry <br />D <br />0 <br />U <br />U) <br />Ln <br />I <br />0 <br />9 <br />z <br />YD <br />J <br />w <br />Q <br />z <br />U <br />W <br />D <br />O <br />ry <br />n <br />: I <br />I <br />,_�—ALIGNMENT <br />STA 3+76.00 <br />-80 <br />-60 -40 -20 0 20 40 60 <br />CROSS SECTION A -A <br />SCALE: HORIZONTAL 1"=10' <br />VERTICAL 1" = 10' <br />VAN ALLEN ROAD BRIDGE NO. 29C-115 <br />SCOUR MITIGATION PROJECT <br />SCALE (Van Allen Road Bridge at South Littlejohns Creek) <br />FEDERAL AID PROJECT NO. BPMP-5929 (226;) <br />-�-z. - 116 <br />Joseph W. Domenichelli <br />:.. COUNTY OF SAN JOAQUIN <br />=, DEPARTMENT OF PUBLIC <br />WORKS BRIDGE DIVISION <br />1810 EAST HAZELTON AVENUE <br />STOCKTON, CALIFORNIA 95205 <br />PHONE: (209) 468 - 3000 <br />FAX: (209) 468 - 2999 <br />ON l33HS <br />iECORTD,-[�i,91�(IN(Change) - <br />r%rt& <br />Any Parson Using This Ing Should Y <br />NO-InfOrmetian By inspecting The S%te Of W01 <br />&- � � �� JC�1 �� r --'E8 <br />1 10 1 Investment Blvd. Suite 115 Ph: (916) 933-1997 <br />EI Dorado Hills, CA 95762 Fax: (916) 933-4778 <br />2JlIMd 14 <br />SHEET NO. <br />3 of 8 <br />U <br />W <br />D <br />O <br />n <br />z <br />O <br />Q <br />c� <br />ry <br />D <br />0 <br />U <br />U) <br />Ln <br />I <br />0 <br />9 <br />z <br />YD <br />J <br />w <br />Q <br />z <br />U <br />W <br />D <br />O <br />ry <br />n <br />