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PROPOSED C.G.&S. PROPOSEDWIDENING C0/751 <br />5' 2' 4.5' 11.5' <br />EXISTING ROADWAY <br />R.&D. P.C.C. HEADWALL I <br />(PORTION) <br />77I <br />J711/T17T./Z7_= 1Z� <br />SAW -CUT----------------- <br />LINE n <br />I <br />------- -I I--- -----------------------� <br />F I EXISTING 30"0 CONCRETE PIPE <br />- - - - - - TO REMAININPLACE- - <br />--- -L J---------� <br />I <br />HEADWALL DETAIL <br />EL RANCHO ROAD (STA. 24+15 LT.) <br />NOTE: CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS NOT <br />TO DISTURB 30" CONCRETE PIPE. <br />DAMAGES CAUSED BY CONTRACTORS OPERATIONS TO 30" PIPE <br />SHALL BE REPAIRED AT CONTRACTORS EXPENSE. <br />REMOVAL OF CONCRETE SHALL BE CONSIDERED AS INCLUDED IN <br />THE CONTRACT LUMP SUM UNIT PRICE FOR CLEARING AND <br />GRUBBING. <br />�.vrvrvnm <br />EXISTING WIDTH <br />24' <br />DRIVEWAY TYPE D DETAIL <br />NOTE: PORTION OF EXISTING CONCRETE DRIVEWAY FROM EDGE OF <br />PAVEMENT TO 4' BEYOND SHALL BE REMOVED. CONCRETE SHALL BE <br />SAW CUT TO PROVIDE A NEAT STRAIGHT JOINT AT THE CONFORM LINE. <br />REMOVAL OF CONCRETE SHALL BE CONSIDERED AS INCLUDED IN THE <br />CONTRACT LUMP SUM UNIT PRICE FOR REMOVING CONCRETE. <br />EL RANCHO ROAD: STA. f 22+51 (RT.) <br />I <br />12' MIN. <br />DRIVEWAY TYPE E DETAIL <br />EL RANCHO ROAD: STA. t 23+24 (LT.) <br />EL RANCHO ROAD: STA. t 24+00 (RT.) <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED <br />Enrique Siva 42/11 4` AIJC1011'# <br />FILE NAME DRAWER SHEET No.7 ACAD <br />E:Proj\2010\AT Grant Line -7th St.\AII\Const. Det. <br />'ON 133HS 2J3MVWI <br />A,Q <br />O,oO <br />i <br />\: i <br />a i <br />EXISTING PLANTER �: �, _.� _P) ACE TRUNCATED DOMES AT CURB <br />TO REMAIN IN PLACE f;` RAMP- PER fx'.S.P. A88A (TYPICAL). +/ <br />RETAINING- CURB AS NECESSARY AT PLACE A.D.A. RAMP <br />J. BACK,. E,bGE OF SIDEWALK. SEE DETAIL ON LEFT <br />I <br />31 <br />_._.._ .,... - GAS - <br />i AS - <br />CONFORM A.C. PAD FRONT EDGE OF SIDEWALK <br />TO EXISTING DRIVEWAY \ (FLOWLINE). SEVENTH ST/EL RANCHO RD STA. 19+85 = Q i 10 <br />(PLACE A.0 MISC. AREAS)-=' ��5 GRANT LINE RD STA. 49+80 N <br />5.5' MIN. j j M <br />4 GRANT LINE RD <br />Dto50 <br />E.P. <br />R5 <br />ADJUST EXISTING S.D.I. ((;; <br />TO FINAL FL GRADE 98.38 Const. <br />-- <br />RAMP DETAIL STA. 19+40 52.5 -RT. <br />NW CORNER EL RANCHO- . - -\ -~ <br />i - <br />FL ROAD/GRANT LINE ROAD \ PLACE A.C. S-° ~°®°� �t <br />• w..m � q n � r m mar —_. 't �� 1 <br />npy � `y <br />` \ SEE DETAIL N LEFT R3 •� <br />5% <br />.�. 1:1 T New � • • • j � ' -'��� "' <br />Concrete b STV 19+24 22.6' RT. <br />PLACE—o Sidewalk � SEE SDI RELOCATION \ � ,� <br />(MIN) TRUNCATED 6" (Typ.) o 4 AND PIPE CONNECTION n 0'i (E.C.AND B.C.) <br />DOMES SECTION DETAIL ON LEFT <br />W <br />STA. 19+10 26' RT. <br />% \\\• i SDI LOCATION <br />::..,. <br />_ RETAINING CURB \ <br />AS NECESSARY <br />GUTTER DETAIL \ R2 r <br />4 (MIN) AGGREGATE SUBBASE, ; \ { L ------------------------ <br />CLASS 4 COMPACT TO A MINIMUM <br />AT SDI LOCATION -- <br />SECTION A—A RELATIVE COMPACTION OF 90% (TYP) <br />, <br />f Ch 1 <br />\ R4 ° ! <br />12" 14 <br />EXISTING PIPE -------------------------- <br />B _i.._ EXISTING POLE TO BE <br />.REPLACED BY OTHERS <br />__ <br />/ EXISTING 6" THICK II I I d"1j1Y �f <br />12n R.C.P. ( \ ` ° REMOVE TREE <br />+ y 1 N f , , <br />\ j\ EXISTING VAULT ------- _ I CONCRETE BACK FILL \'� TO BE ADJUSTED BY <br />-' B 12"0 CLASS IV R.C.P. PIPE \ ! \ . OTHERS <br />R.&D. DRAINAGE INLET \ y \\r __Q ; <br />AND CONNECT PIPE. INSTALL NEW 18" S.D.I. \ <br />SEE DETAIL BELOW \ 1 REFER TO S.J.Co. CW -D14 SECTION A -A SECTION B -B \ ! \ ; <br />FOR PIPE CONNECTION & CW -M7 SEE SHEET 6 4 \ ! \\� <br />FOR DETAILS , \ ! \�, <br />/ INSTALL CONCRETE COLLAR AT CONNECTION TO EXISTING PIPE. \ ! \, S. <br />18+00 13 RT. <br />P\ i / PLACE DBL. LAYERS OF WELDED WIRE FABRIC 6"X6"-W1.4XW1.4 \ ` \ (B. C.) <br />WITH 6 OVERLAP AT JOINT. f \ <br />\ \ & <br />\ <br />SDI RELOCATION DETAIL PIPE CONNECTION SECTION <br />f <br />DATE <br />REVISIONS DATE <br />EXISTING S.D.I. ¢ Q r��*. <br />TO REMAIN IN PLACE 0 v~i `r LOcn � ; ;r. <br />00 <br />h <br />RELOCATE FIRE -STATION MARKER <br />8' i ' �✓ TO STA. 19+32f 32' RT. <br />S.D.I. RELOCATION LJ� <br />SEE SHEET 7 FOR DETAIL. <br />CURVE DATA <br />ANGLE <br />RAD, <br />Ln <br />U-? <br />CORD BEARING <br />R2 <br />1 1 ° 45' <br />1- F- <br />128.59' <br />127.86' <br />N 10° 41' W <br />N <br />N <br />30' <br />46.82' <br />42.21' <br />W Of <br />R4 <br />0LO <br />�, <br />CF) <br />� <br />SEVENTH <br />STREETWIDENING <br />rlN <br />85.89' <br />85.60' <br />+ <br />+ <br />L0 <br />to o <br />+M <br />CURVES <br />DETAIL <br />�� <br />' o <br />0 <br />+ .t <br />N1 <br />EXISTING S.D.I. ¢ Q r��*. <br />TO REMAIN IN PLACE 0 v~i `r LOcn � ; ;r. <br />00 <br />h <br />RELOCATE FIRE -STATION MARKER <br />8' i ' �✓ TO STA. 19+32f 32' RT. <br />S.D.I. RELOCATION LJ� <br />SEE SHEET 7 FOR DETAIL. <br />CURVE DATA <br />ANGLE <br />RAD, <br />CURVE LENGTH <br />CORD <br />CORD BEARING <br />R2 <br />1 1 ° 45' <br />347' <br />128.59' <br />127.86' <br />N 10° 41' W <br />R3 <br />54° 17' <br />30' <br />46.82' <br />42.21' <br />N 43° 35' E <br />R4 <br />4. 27' <br />490' <br />100.0' <br />99.85' <br />N 18° 0' W <br />R5 <br />16' 07' <br />300' <br />85.89' <br />85.60' <br />N 1' 53' W <br />A.0 PADS DETAILS <br />COUNTY OF SAN JOAQUIN No SCALE CONSTRUCTION DETAILS <br />Q�OFESS/DN <br />IAL C Mq��Ftic <br />No. 38465 <br />sT cio- �P <br />qTF OF CAL\F�� <br />"/gyp <br />Peter D. Martin <br />Registered Civil Enginner <br />GRANT LINE ROAD AND SEVENTH STREET SNO. TOTAL <br />N0. SHEETS <br />SIGNALIZATION 6 7 <br />