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048 KEYED NOTES: 96 1 El CONSTRUCT SAN JOAQUIN CO. STD. VERTICAL CURB RpFESS/ 1. FOR SAWCUT STATIONS AND OFFSETS, ` y� pv kg2 I REMOVE EXISTING BASE AND SURFACING. , \ g o P o G otiq� SEE CONSTRUCTION DETAILS. N E '` G � GO G COUNTY STANDARD CASE "D" CURB RAMP (R-10b) ��` 6 / F o \` g ❑ REMOVE EXISTING CURB, GUTTER AND SIDEWALK. 14 1 . y a REMOVE EXISTING CURB AND GUTTER. 9.14E , } MODIFIED COUNTY STANDARD CASE "B" CURB RAMP m + Y � o w 7 m zo \ t�', o r G El COUNTY STANDARD CASE B CURB RAMP (R-10b) 1 ti °, COUNTY STANDARD VERTICAL CURB * Exp. 3� w r - � o Z (n • s� CIVIL �Q Q0 + o N Y `�' f m 9 UTILITY COMPANY TO RELOCATE EXISTING PG&E ELECTRIC ATF o�`' � F mY N 0 N r- ~ \ � 6.620 LT "C" 10+88.310 4.563 RT B1 10+97.804 \. ❑ OF FAQ J frJ Q % BEG CURB, CONFORM p 1 UTILITY BOX. Z o cow F � m BEG CURB AND SIDEWALK _ 55 a 10 ADJUST EXISTING STORM DRAIN MANHOLE TO GRADE 0 0 II m U3: z iv m w 8 CONFORM I Q / w (0 wo � m ~ ¢ r, o � u� , " m 1�k �0 11 EXTEND EXISTING SANITARY SEWER SERVICE 1 .5 m BEYOND R/W I (000 U 0 23 .r gG- o a f � ! ;wI 6 � � � � m � ' � +oz 1 13 PROP R W _ _ � a�o 10 j � m i I r I i n o J of ri coo 0z ui ao z o i 1,I \o � in rn I , . W o I I I I ,n ow In o o N N w N N w U 4 ` - N N ' 1 1 12 RELOCATE EXISTING STREET LIGHT ct z w > > o z o `r? woz t 1 4� 13 J , + o + 20 13 RELOCATE EXISTING FIRE HYDRANT moO toU c: '-w � co Ln _ rn ❑ II IN of Z 14 6 PROP R/W 20 I i �. 7 It + Mo N r ± M N 5 0 o S 11 14 EXTEND EXISTING WATER SERVICE 1.5 m BEYOND R/W m 6 pp r) N j ��o ti° I � { _. _. - - r - --. E T --� ooi o + v �`" 25 19 - - - _ 2 � T -- � > _.. - 26 W s _ _ E z - T _._ T _ N of - _ . N `� , 4.572 LT "B1 " y i i N 0 - -- - - - - - - _ 1 +41.28 BEG - - _ vv I - - - - - - - " CURB, CONFORM 13 tri � r w - - - - - - - _ ni _"' o N 14 1 8 cl C14 Lu 300 D - - - - SAWCUT 27 _ w 6 23 2 t i ��o a - -PRP R \ 8 '' 12 o W o N = �_ !! 2!3'. - z�B- �T2=-Lttd€ ~- of \ Qc _.. - - - - �I >. � 3 + 1 6 NCO N N J __ 200 s 1 D e I y ' N > N( � ¢ o � _. _� ..��.- -� 27 U rn M � ❑ m + m `�° + SNI 0 � � _ s O cy)04 Z O o �t w m it BC=28+28.691 26 - a- - _ - 2 � ' 9 1 w N � '� ri 1 1- ❑ ■ ❑ ❑ ❑ I 24 •, � ,c` ;� PROP R/W � � � � � Q „D" 10+03.22 i o w i �� x .o x E-- �� N z �Ii - - _ _ _ 1 A v� r 6 15 1 I _.. U 0 w � 17 2 1 17 o 2 p "T2" 29+30.345 cn „ w 22 2 5= 27+16.8 ff yy�� 1 6 14 w 4 �� O �� ROP � � R � B2 10+00.000 of T2 30+21.932 t V Z ° ?o o �R/W e 18 30+29.907 0 3 W 0 �! Iwl 11 12 srgR 1 +� ' N 01'34'35 ' E 30 Q Q I I w _ STR `\ 4 117.576 W o z �I llol o o B „C" 11+30.934 I eET \ `� \ 23 ^ � n o � T2 28+38.717 17 l� 5, \ w 2 o �I o_ z l > n w c o \ = 10.362 RT "T2" �� Zl w I A N of N Z r m = O \ ., . O' ■. W m° RN w 12 III + o + o N CURVE TABLE o N \ \ 6 -30+30.385 N w II `* N III to z o U N0. R X ~ 11 \\ \ 2 W OUB r � I � Q ll o Y N �, T L N F__ r-, \ � 1 `, PROP R W w II ff "� w 6 U o Q 1 213.400 17'34 19 32.982 65.447 L \ 2 Q N o I i i �I m 3 ~ 2 213.400 17'34'22" 32.984 65.451 0 5 \'` F� TO I A~ t Q W Nz� wo Q + ROM 14 15 ABANDON EXISTING WATER SERVICE i U o F) � 3 13.738 135'34 07 33.638 32.506 o 0) N I� f 0 p r o r) 4 13.738 93'06'56" 14.506 22.327 N _ \` o ;\} Rp ~ ~ / , I 16 50 mm WATER SERVICE TO 1.5 m BEYOND R W SEE SHT U1 # ! Iof w w 5 19.813 71 '39'51 " 14.306 24.782 m �' ' E '� 13 00 0 4 r7 17 ADJUST EXISTING SANITARY SEWER MANHOLE TO GRADE + I6 l 6 13.738 95'17'21" 15.069 22.848 -] N of 3.048 m PUE a00 1 ,1 '1 I N N N cD ,n 7 12.188 64'28'09" 7.685 13.714 ALL RADII MEASURED AT r ! cv l ' ! m cD 0 + ( + 18 SEE SHEET U1 FOR UTILITY INFORMATION 001 8 13.738 75'12'52" 10.582 18.034 BACK OF CURB OR EDGE + o m wF I J rn N N 24 ADJUST VALVE FRAME AND COVER TO GRADE OF PAVEMENT UNLESS o �_ 2 ;I N N 19 CONTRACTOR TO USE CAUTION WHEN WORKING IN W.I.D. EASEMENT 9 37.228 18'10 03 5.952 11.804 OTHERWISE NOTED. Co + 25 PLACE 3.7 m 150 mm SS SERVICE, S=0.02, TO 1 .5 m BEYOND EX. TBC 10 30.238 67'54'21 " 20.360 35.583 20 SEE CONSTRUCTION DETAIL SHEETS FOR DRAINAGE SYSTEM INFORMATION SET INV AT EX. MH 25mm ABOVE EX. BASE ELEVATION. 11 30.478 I `O o 69'31 '43" 21 .155 39.986 26 PROTECT EXISTING MONUMENTS IN PLACE, ADJUST FRAME AND COVER " 1 i. UT '1 I 6.862 LT "B2" 10+53.061 12 61.695 20'31 04 11 .166 22.093 6.862 RT 62" 10+53.061 1 21 ADJUST EXISITNG PAC BELL PULL BOX TO GRADE BY OTHERS TO GRADE AS NEEDED. (TYPICAL) END CURB AND SIDEWALK 1 ` Vw \ i I I I END CURB AND SIDEWALK Q 27 CONSTRUCT MONUMENT WELL PER S.J. CO STD DETAIL CW-M1 TYPICAL 13 76.196 21'36'54" 14.546 28.745 i i; w w i # END CONSTRUCTION, PLACE REDWOOD HEADERBOARD(TYPICAL) CONFORM Z w I -, CONFORM 22 14 13.000 90'00'19" 13.001 20.422 l I' Z w I - PER DETAIL ON SHEET C5 Z 3.048 m PUE Q K ` Z W 15 13.738 90'00'43" 13.741 21 .582 , m cn 13.048 m PUE 3 75 mm AC (TYPE A) OVER 230 mm AB CLASS 2 W 0 PROPOSED SCALE: W � O GRADES AT � 0 ,r 0 ,`n° o (0 r- � 00 00 Go m rn rn oS HORIZ. 1: 500 ~ LL CENTERLINE O o rn rn 00 m 00 rn o N rn It �n co r- rn VERT. 1: 50 0 �z J N : N T N N N N r6 M M M r6 ''. M M Q Qco - 0 I r' a W > J � W � Wz o N ut o ,n cn iv Z J 5 Z ' W WO0 X X x X X r- 5 X X 0 w oC Ln rn w w o rn > li z 4 + ' + + PR POSED ENTERLI E PRO LE ' � Ln + + w N N 00 co - T � � � 4 a Q -EXISTING GROUND PRO ILE 0 N - - / Q 0 3 02�� AT TE1�uTv - - - - - _ - n:� - _ - - - - - -- - 777 Q z ' IL / / 3 SSE SHEET U1 FOR! UTI ITY JNF RMATION 1I ✓j 2 'El._ 9--6-0-nim , TOR DP-AIN �'- T 9. 0 m TO M DRAT EX, 90 mrm S ORM DR f 0 EX, 20 mm S WER SCALE 1:500 METRIC INS' O.z6 EX 2 Omr N � X. 200 mm SE ER � #�-�- roe No. 2s-sm-o1 V 0.28 EX 200 m N S r FL 1 .2 F' 0.66 E 1400 trim E V 31 EXOOn .m NWS _. _. DESIGNED CSN i DRAWN CSN FILE 04OL12 FIS 1 .18 EX 30 mm ( ,S) FL .90 EX 900 m N S FL 0.94± E 900 m (IN,S) V 0.12 EX 00 m (NW) CHECKED RGe t C _ FL b.90 Ex mrT (E) Ft 1.091± € -600 (NW) LDATE 5 so 00 FL 05; EX 300 , m (W,SW) " r / - SHEET No. ALL DIMENSIONS ARE IN w METERS UNLESS OTHERWISE SHOWN 1 s s I3 - +20 +40 +60 +80 +40 +60 ' +80 +40 +60 +80 0+00 +40 +60 4 of 12 OCLe) 3