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;tr *Oki, x <:•Y. 5 4 3c",' �"� I +�` NS UCTION 0,.:'1.- I « CO �. S1 r ',51 '30W 10$1.70' k • 1z '4 W i2k00 ^ B3Mfl6 gRMAp 30 �I � y WMu w •h At, 2 , ' fAA Y S ' Y y., •c� � 4Q; Y W M1 ,r i .k' t. Y ¢ J ¢ ¢ J F J F Y a s z cp w °' Q 3 v LU 0 3 °' w •�^„ # REMOVE CURB J s a :w ~ I- J J J Q Y a ry p 0 9 - o w 8 GUTTER FOR m 3 r w I--' w 3 3 _ ¢ REMOVE - 3 J Q `D ❑ O M N M p' W UU J (L J ¢ \ qi o N Q z r, v1 W UJ CONCRETE m 0 ¢ - w u\i tO 3 CURB & 0 HANDICAP RAMP "' N ¢ °' C m O O1 w z z w oF> CEJ ti (�j w N p GUTTER cn M Q ❑ ¢ ci z rD '° Fn I z o w w REMOVE CURB N o' w `REMOVE CURB m '' w o C7 ¢ ® CO p UU w v z u7 O N & GUTTEN7. FOR CONSTRUCT 10' & GUTTER FOR CONSTRUCT 10' n p c° m c7 w CONSTRUCT 10' M m w " �' a1i m i6 00 CONSTRUCT 10' CONCRETE SIDEWALK & CONCRETE SIDEWALK 8 E, ;' m N SIDEWALK 8 SIDEWALK TYP. HANDICAP RAMP RAMPS TYP. HANDICAP RAMP RAMPS TYP. . _ RAMPS TYP. } 1 (� CONSTRUCT SIDEWALK 00 ... — 8� OD , „ ..,T,..� PCAPB , . — AMPS LK _ J3) 8 1 TYP 87+�00 83+00 R 1--I CL R/W & CONSTRUCTION _ „ CL R/W & CONSTRUCTION I PLANING - .... — �� o 0 5' TYP. o — — — — _ CONTRAC OR TO FI LD ER FY W 3 p /L 1 „- 65 ¢ I LOCATION OF DETECTOR LOOPS WITH CITY OF STOCKTON BEFORE L Y CONSTRUCT 5' ¢ Y a CONC, PLANTER a 25 ANY DAMAGE TO EXISTING LOOPS Y ONSTRUCT 5' w PLANING ASPHALT CONCRETE. m Cr ¢ ¢ SIDEWALK TYP. CL Y X I-. I- N J w ¢ m I , IDEWALK TYP. z w 0 o I I SHALL REQUIRE REPLACEMENT AT ¢ ¢ F 3: aa F 3 ¢ ¢ ¢ ¢ ¢ o ¢ ¢ BOX TO REMAIN w v w o M ¢ a e 3 v y 2 w .90. 4:26.15' RT e w h z ,� w w ¢ o �p CONTRACTOR'S EXPENSE PER CITY W Q s '� INSTALL CALTRANS TYPE GCP "' ❑ m w '^ m p Q I OF STOCKTON STANDARDS. ¢ N ❑_ N ¢ Q ¢ Q Tn Q Q Q z o m , ¢ Q z Q z N N `� ¢ "' rn INLET W/GRATE FLUSH n M z 50' AC Q M N N O O z z GRATE=20.0 ❑ w w w �o z '� z 'O w '� w p ^ m 0 0 � z TRANSITION « low . w `: w W, m " m v w y m m F/L=17.5 w " B " STREET CONSTRUCTION NOTE: FOR CONSTRUCTION DETAILS AND DRAINAGE DETAILS, SEE SHEET 19 REMOVE AND REPLACE"B" STF—EET O DRIVEWAY OR SIDEWALKI UP TO R.O.WINOR CONCRETEO12 FEET BEYOND SEE SHEET 7 EXISTING E.O.P., WHICHEVER IS LESS. (MIN. 4" CONCRETE) O REMOVE AND REPLACE IN—KIND EXISTING A.C. DRIVEWAY OR ¢ o I SIDEWALK UP TO R.O.W. OR 12 FEET BEYOND EXISTING E.O.P., WHICHEVER IS LESS. (MIN. 0.2' TYPE B A.C.) iu o m 10+00 EIGHTH ST. _ o 3O HAND GRINDING UP TO EDGE OF MANHOLE TYP. 50' AC TRANSITION Q w Q w C st —+ �- ( ) N a n a z 52+07.05 �B� ST. I I I ¢ ¢ ¢ 50' AC TRANSITION o ¢ » w 25 ~ co ~ a 70' m w m ¢ 0 _o o N w 0 m 0 INSTALL 0.17' 0 N a "' r- ',' 25' 0 o BEGIN c'> z w z 0 0 ¢ BEGIN 0 o w w ¢ TYPE B AC y TRANSITION o in TRANSITION GRADE TO DRAIN o 0 00 1 114+ 113 p2 11p " 9+00 8+00 00 6+00 J II ¢ H ,A ¢ N ¢ rn W N a p m ow Z o w Ito "B" STREET SEE SHEET 7 E EI �GHTH STREET * N0. 53551 A Exp 6/30/07 �� CIVIV �\? 9TFOF CAI�E�R DATE: 05/12/04 TIME: 12:28 p.m. N0. BY DATE RENSIONS: RR SERVER: NONE SERVICE: NONE " y " STREET IMPROVEMENTS SHEET NUMBER PATH: N:\mt0522\Gadd\Ip\ DKWMCOUNTY OF NO OF 122 SHEETS DRAWING NAME: I NONE DIAL TOLL FKE PLAN AND PROFILE SCALE LOTTING VIEW: NONE '_�-227-2600 SAN J O A Q U I N B E Y O N D E N G I N E E R I N G VERTICAL: 1'=4 DESIGNER: NONE pROJ. MGR: NONE AT LEAST TWO DAYS (STA. 82+00 TO 89+65) HORIZONTAL: 1'=40 BEFORE YOU DIG 902 CHERRY LANE, SIXTE 201, MANTECA, CA. 06337 CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these JOB NUMBER plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. °N°°�fl0°ND s�mcc " �F0""" 200.290.0080 TEL 200.290.4168 FAX WWWNOLTE.COM PREPARED FOR: COUNTY OF SAN JOAGIUIN DATE SUBMITTED: 4-23-04 MT0522