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<br />NN V NN �� VN �O UN r� II �� 'no2, C7 x
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<br />p Cr- oo ^ Q � W W m o o m m'� m o '� ^ m m o 2 "� o m m '' o � o "' m O DOWEL INTO AND MATCH HEIGHT AND WID 1H OF EX/STING CURB PER COUNTY SID.
<br />o mo �\a ���� zo m Qo o o o I �0 2
<br />W o o a i o o o 4 ��� v W '� 2 m ,, O Z o DETAIL R-7
<br />e} +iU OIC N �h of Oa N2 i- 2 V� - +�
<br />o 00 +I I cn ^ ^ ±i�' '� vin, c�:; o o m i N N 0 10 20 40 60
<br />a ti + m - o W Q O CURB GUTTER AND SIDEWALK PER COUNTY STD. DETAIL R-7 AND R-11
<br />�, CN U N co
<br />O ^ 0 0 Z h2 �O W
<br />+ W '� '� �, i l W �, �' ;,;; m a Scale 1 " = 20' O4 ADJUST U77LITY BOX OR MANHOLE TO FINISH GRADE
<br />CL
<br />'�z ^ °p �' o� �z ( O5 DRIVEWAY PER COUNTY S7D. DETAIL R-14
<br />L, o Y , - - - _ - W �' W �, N ON-S17E ELECTRICAL I O PROPOSED WA7ER U77LITY. REFER TO CITY OF TRACY WATERLINE IMPROVEMENT
<br />�- PRIMARY SWITCH GEAR ( PLANS SEE N07E ON COVER SHEET.
<br />i 6 AND PAD, SEE i
<br />-- -- - -
<br />i, ON-SITE PLANS FOR o I O7 THRU CURB DRAIN PER COUNTY STD. DETAIL D-15
<br />--- -- --- --- - I PROPOSED Q
<br />.91,00 �` 3 IMPROVEMENTS INSTALL NEW S7REET LIGHT CONDUIT, PROVIDE NEW ELECTRICAL SERVICE PER JOINT
<br />- - - - - _ _ _ - - TRENCH PLANS. NEW S7REET LIGHT INSTALLED PER COUNTY SID. DETAIL R-32
<br />6 / 1 -2 w- _ �y \ PROPOSED 10' - - / /� /
<br />_ - _ - _ 6 w s UNDER I / O INSTALL NEW SURVEY MONUMENT PER COUNTY SID. DETAIL R -28A & R -28B
<br />-/i L� G 2»w 4� \ P°U.E.
<br />- - - iARA 1E TAILS
<br />SEP SEE DETAIL 1/C2.0 FOR EX. SSMH CONNEC170N AND DEMOLlT70N DE
<br />-'1 "W � + INSTRUMENT
<br />\ ---- STREET LIGHT CONDUIT // / I NOTE: 1. SEE TYPICAL SEC77ON ON SHEET C1.0 FOR PAVEMENT SEC77ONS
<br />6 (COUNTY STD DET W-12) / 2. ALL INSPEC77ONS FOR WATERLINE U77LITY IMPROVEMENTS TO BE
<br />5 \\- -� ---------------------� -- - - - - - - -- COORDINATED Wl1N CITY OF TRACY.
<br />4 10' P. U.E. 8 2" MIN. ASPHALT GRIND AND OVERLAY
<br />3 10' ROW 6
<br />1,00 , 3+10 L1 a ,
<br />R60, I 5' M/N. GRIND AND OVERLAY o
<br />o SEE SHEET C2 0 FOR DEMOLI77ON OF GA 7EWA Y a o
<br />GA WAY BLVD CL 12+ 53 32.00E = I BOULEVARD AND PUBLIC U77LI77ES TO REMAIN 12"WIDE X 12"DEEP
<br />BUL 3+09.75 _-_ IN SERVICE VACATION AND DEDICA 77ON OF ASPHALT DEEP LIFT TO GUTTERWCU LIP1'OUTSIDE t ,
<br />e:
<br />SEE ON-SITE i ¢ CD 85 " 32 GA ]EWA Y BOULEVARD AND PROPOSED UTILITY CONFORM A T LIP OF
<br />PLANS FORBS EASEMENTS BY SEPARATE INSTRUMENT. GUTTER
<br />s
<br />PROPOSED S=� 065 2`
<br />s I -
<br />;,� ,LAPP - - _. - -
<br />IMPRO VEMEN IS
<br />RO -_ I _ _ . __......._... _ ._ v......_ ._,.... _... 4_.._,. -- - - .: _. - _ _ .
<br />CROW _ 1 _._O_ �`1,.. J , .? �`j . 14+00 16+00 I 17+00 _
<br />/�/y
<br />10+00 2+00 - - - -- -' - - - - - - - -
<br />-._ 3+0 .r
<br />11 0
<br /><�(j/A
<br />- r _ _. ga._ __._ _._. ti,..,.--li 5..--
<br />4 4" % 'y / _ - I - - SEE SHEET C6.0 __.----- -
<br />FOR NEW STRIPING
<br />-�`
<br />\ SEE SHEET C1.0
<br />/6, j I ALL WATERLINE U77LI77ES WITHIN � * �" . _..�- I I
<br />-- a i 32 - �� - - - - - -- ". t_ .. ; GA TEWA Y BL VD CL 17+00.47 =
<br />,7 ` y' .f FOR TYPICAL 211 I MONUMENT ON SCHUL 7E ROAD
<br />- _ __ GA ]EWA Y BOULEVARD ROW �/F
<br />1 0 J . ,, /�*� SECTION OF ,, r; . t, ,� ,
<br />, GATE Y BL VD. / I MA/NTA/NEO BY CITY OF ]RACY. " l L .. "'I
<br />.. ° , u,/��'' 3 X10 I GATEWAY BOULEVARD^21 _ ; rr'
<br />--- ---- --- ---- ° ° .... o0 ..:� ` . - -- -.- - _ . _.. _.__. _...._ ..�_ .: -- - --- - -____ �- :_:__ _ _ - EX. SIGNAL DETECTOR
<br />- _ -.w.:.._._ _ . _ _. a 50 GR/ND AND OVERLAY I ; . __ . i- 4 :_ _ ,�>, LOOPS BE PROTECTED
<br />I
<br />--- - DO L2 10 ROW TO 0
<br />DURING CONS7RUC710N
<br />GA 7EWA Y BLVD CL 10+46.93' = GA 7EWA Y BL VD CL 11 +00.25 3251 'R = ~ I
<br />BULB 0+65.38 BULB 0+00.00 CON7RACTOR TO PR07ECT ALL `
<br />SOLID LID ON EX. S7REET LIGHT TO REMAIN. CAUTION, m CURBS, SIDEWALK, LANDSCAPE
<br />CATCH BASIN UNDERGROUND ELECTRICAL ao
<br />ao AND EXIS77NG U77LI77ES
<br />KEYNOTES
<br />1 220
<br />1 216
<br />1 212
<br />1 208
<br />1 204
<br />1 200
<br />1 196
<br />1 192
<br />1 188
<br />185
<br />LINE
<br />^; CROSSES GA 7EWA Y BL VD.
<br />CN
<br />�
<br />1
<br />U77LI77ES SERVING SAFEWAYADJUST
<br />�\ I
<br />BOX TO FINISH
<br />>I
<br />120.23'
<br />PARCEL TO BE PROTECTED
<br />�I
<br />W m
<br />� o GRADE A T SIDEWALK
<br />o
<br />o �
<br />30.00
<br />DURING CONS7RUC77ONm
<br />12.84
<br />Z m o
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<br />11'42'17"
<br />O
<br />Ca
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<br />1 220
<br />1 216
<br />1 212
<br />1 208
<br />1 204
<br />1 200
<br />1 196
<br />1 192
<br />1 188
<br />185
<br />-ij�, N�t
<br />ON
<br />'1
<br />oa
<br />2
<br />`
<br />EXIS77NG GRADE ma
<br />A T STA 77ON LINE m " �` o
<br />�1.08'�' RIDGE- g �
<br />------ x- �� �___- -___-_ ---- PROPOSED GRADECL
<br />- - - - - -� CL
<br />r, CR' _ AT CROWN
<br />6
<br />I I
<br />46-48sv 5'=0.0050 -----rt---_ 1214, --------
<br />18"SD —
<br />—
<br />- EX. 18"SD (WEST) TO BE CAPPED
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<br />� I 12"SS L 1------------------------------------------------------
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<br />N N CN N N
<br />p L, 0 ` w W
<br />W
<br />N N
<br />10+10 11+00 12+00
<br />GATEWAY BLVD PROFILE
<br />1" = 20' HORIZ.
<br />1 " = 4' VERT.
<br />220
<br />216
<br />212
<br />208
<br />204
<br />218
<br />200
<br />216
<br />196
<br />214
<br />192
<br />212
<br />188
<br />210
<br />185 209
<br />'cyt Vi
<br />00 00 / 212�� /
<br />/
<br />00 0 5 5 a 2121 6" CURB, SEE ONS17E PLANS
<br />/ 0 0 d / FOR 7RANSl710N TO 8" CURB
<br />J
<br />6" CURB, SEE ONSI TE a
<br />PLANS FOR 7RANSl77ON 4 ��
<br />TO 8" CURB ' \I
<br />SPILL GUTTER
<br />,gyp I SEE ON-SITE PLANS
<br />ADA CURB RAMP ADA CURB RAMP
<br />(STA. 1+46.78) (STA. 0+13.65)
<br />1 " = 10' 1 " = 10'2
<br />LINE TABLE
<br />LINE
<br />I
<br />�
<br />1
<br />S 01'29'39" W
<br />�\ I
<br />L2
<br />>I
<br />120.23'
<br />L3
<br />�I
<br />-ij�, N�t
<br />ON
<br />'1
<br />oa
<br />2
<br />`
<br />EXIS77NG GRADE ma
<br />A T STA 77ON LINE m " �` o
<br />�1.08'�' RIDGE- g �
<br />------ x- �� �___- -___-_ ---- PROPOSED GRADECL
<br />- - - - - -� CL
<br />r, CR' _ AT CROWN
<br />6
<br />I I
<br />46-48sv 5'=0.0050 -----rt---_ 1214, --------
<br />18"SD —
<br />—
<br />- EX. 18"SD (WEST) TO BE CAPPED
<br />AS, I I AAm r)i,nnrn rn nc e„ /no n
<br />nlru rLv ,L , rpcn ucTi11L l/It v
<br />�S' S OO�S6 10
<br />00
<br />/— EX. 10"SS (HEST) TO BE CAPPED
<br />AND PLUGGED PER DEIAIL 1/C2.0
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<br />� I 12"SS L 1------------------------------------------------------
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<br />N N CN N N
<br />p L, 0 ` w W
<br />W
<br />N N
<br />10+10 11+00 12+00
<br />GATEWAY BLVD PROFILE
<br />1" = 20' HORIZ.
<br />1 " = 4' VERT.
<br />220
<br />216
<br />212
<br />208
<br />204
<br />218
<br />200
<br />216
<br />196
<br />214
<br />192
<br />212
<br />188
<br />210
<br />185 209
<br />'cyt Vi
<br />00 00 / 212�� /
<br />/
<br />00 0 5 5 a 2121 6" CURB, SEE ONS17E PLANS
<br />/ 0 0 d / FOR 7RANSl710N TO 8" CURB
<br />J
<br />6" CURB, SEE ONSI TE a
<br />PLANS FOR 7RANSl77ON 4 ��
<br />TO 8" CURB ' \I
<br />SPILL GUTTER
<br />,gyp I SEE ON-SITE PLANS
<br />ADA CURB RAMP ADA CURB RAMP
<br />(STA. 1+46.78) (STA. 0+13.65)
<br />1 " = 10' 1 " = 10'2
<br />LINE TABLE
<br />LINE
<br />DIRECTION
<br />LENGTH
<br />L1
<br />S 01'29'39" W
<br />19.06'
<br />L2
<br />N 01'09'23" E
<br />120.23'
<br />L3
<br />N 01'07'16" E
<br />35.88'
<br />CURVE TABLE
<br />CURVE
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />Cl
<br />60.00'
<br />57°46'11"
<br />60.50'
<br />C2
<br />60.00'
<br />238°00'17;
<br />249.24'
<br />C3
<br />30.00
<br />24'31'52"
<br />12.84
<br />C4
<br />65.50'
<br />11'42'17"
<br />13.38'
<br />C5
<br />10.00;
<br />47'23'00"
<br />8.27'
<br />C6
<br />65.50
<br />714 56
<br />8.29
<br />12+30 —U•t 1 U U-I-UU
<br />1+00 2+UU .rr uu
<br />BULB PROFILE
<br />SCALE: 1 " = 20' HORIZ.
<br />1 " = 2' VERT.
<br />218
<br />216
<br />214
<br />212
<br />210
<br />209
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<br />SCALE: 1 " = 20' HORIZ.
<br />1 " = 2' VERT.
<br />218
<br />216
<br />214
<br />212
<br />210
<br />209
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