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1
CONST.
8" CURB & GUTTER PER STD.
NO. 101
-0.1
3
CONST.
CONC.
SIDEWALK PER STD.
NO. 105-A
4
CONST.
8" TO
6" TRANSITIONAL
CURB
O5
CONST.
4" A.C.
OVER 12" COMPACTED NATIVE
O
CONST.
WHEEL CHAIR RAMP PER STD.
NO. 104-A
O
CONST.
CROSS
GUTTER PER STD.
NO. 104
CONST. 8" CURB
ONLY PER STD. NO. 101
o
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P yoo 22 ,� v,.� ¢ U R V E DATA, pf�l 3� Z =
DELTA RADIUS LENGTH TANGENT COMMENTS ° ii`y�iP�1Q) 2jCf✓r�• 9w ap �• y o -�� '• 5�c
r� 4 N 09. 42' 03" 830' 140.53' 70.43' EAST CURB 90 2g I,�ADJ n ` S3 s 7 • • ' Q �,�
� x (9 4,/ sem,, .� � � rig
��titi r• G o ° - �� 0 13 20'31 850 197.93 99.42 C.L.,C.L. INT. TO C.L. INT. ti� � ;`� 11 b • • A�'91
o--_ • - T' P 1 1'29'41 " 870' 174:54'
87.56' WEST CURB ``� •"
�hl� Ns :• 6��9�' �°� �� 0 1' 29'39" 680' 17.73' 8.87' WEST CURB
R 6' 44' 29" 700' 82.36' 41.23' C.L. ,P.R.C. TO C.L. INT.
l�' S • �ti ,� lif'�OJ rn
h - • -� !�/ ,• cn p. S 4 55 00 720 61.79' 30.91 EAST CURB II �o A� �• �' / „ FC,P 0
\M • o T 9' 29' 37" 680' 1 12 67' fib 47' WEST CURB X74 5720 �`ti
. 8 l v, ' - 9CBiY° /yI30DB x b �, wo CON
ti OU' g�� l� x N U 1 1 32 06 700 140.92 70.70 C . L . C . L . INT . TO STA . 31 + 00 - ` p yy S7- �j \. o QRpF Is S►ONN� Fes\
(4)1l#,ti 8� AO � 1 °�' V 654-45 " 720' 86.87' 43.49'. EAST CURB L -f8 ti �t. ' hAOJ ��C• ® �,W'
31 O 45 Il,� II { 5 �. ° ��,
W 48. 17' 17" 20' 16.8.96'
K' �• $• 0� � _ � � �� � 86� � CURB RETURN TOULUMNE �'
T• S} s p X 125 26 59 20 43.79 38.79 CURB RETURN , TOULUMNE h ^ N O Q
GOBS �' 7�ti •� Y 50.24' 40" 20' 17.59' 9.41 ' CURB RETURN TOULUMNE - ROAD A2RECORD D Pt A W I N 9' °�' L "�`Y1 x 2622 i
G 303 a /8 /8' '�'� Z (29.17' 48" 20' 45.13' 42.21 ' CURB RETURN TOULUMNE 7' " /8 /8 302770 \ exp. 3.3
�N N�
TOU " 7' The information on this drawing is, nh;ained from others and � ^7 /.`� O �
CB �/,3� t
,L' jA4NE Al 71 * 00'02" 20' 24.78' 14.27' CURB RETURN , STANISLAUS 1�us% he �rerified in the field h;! anyone prier to ��se or ORE COURTCURVE DATA � ���'�19p) rVC C` A2 X03 53 47 20 36.27 25.55 CURB RETURN , STANISLAUS e I�, LAURAM ll OURT, A3 1 l 0' fi7' 36" 20' 38.73' 29.08' CURB RETURN STANISLAUS - construci-inn. HALI_ & FOR[_MA l ` C�,. iS not responsible for �' �jF 0, OA
0 DELTA RAD I UE LENGTH TANGENT COMMENTS A4 74641'57" 20' 26.07' 15.26' CURB RETURN , STANISLAUSlnderg� oun;� facility locat�t�nl r, dr p�C.t�� �n �. All ahrn�e ground
A 1 l' 16'20" 480' 9.4.43' 47.371 61EST CURB .A5 ! 01' 12' 10" 20' 35.33' 24.35' CURB RETURN LARK IN facilities can be, readily seen and verified by the pare'ies that
B 110 16'20" 500' 98.37' 49.34' C.L. STA. 19400 TO P.R.C. A6 73' 22' 11 " 20' 25.61' 14.90' CURB RETURN , LARK I N intendto use wine,
C 61146'50" 520' 61.54' 30.80' EAST CURB
A7 1 10' 10' 23" 20' 38.46' 28.66' CURB RETURN , LARK I N CITY OF FCALIFORNIA
D 3' 05' 47" 850' 45.94' 22.97' C . L . , P . R . C . TO C.L. INT . AB 75056'00" 20' 26.51' 15.61' CURB RETURN , LARK I N
E 2004'35" 870' 31.53' 15.77' WEST CURB A9 118' 18' 43" 20' 41.30' 33.49' CURB RETURN , LAURAMORE PUBLIC WORKS DEPARTMLNT
F 15028'24" 830 224.151 112.76' EAST CURB
AIO 68"10'35" 20' 23.80' 13.53' CURB RETURN , LAURAMORE DRAWN 8Y SCALE
G 20018'30" 850' 301.28' 152.24' C.L. ,C.L. INT. TO C.L. INT. Al 1 11 1' 12' 27" 20' 38.82' 29.21' CURB RETURN , LAURAMORE STREET IMPROVEMENT PLANS
H 136 17•41 870 201.87 101.39 WEST CURB Al2 63'06'32" 20' 22.03' 12.28' CURB RETURN , LAURAMORE • JG HORIZ.: I"= 40' 1'
A 1 88454,081, 20' 31 .03' 19.62' CURB RETURN FRANKLIN 3� 7o REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) 641-8777 DESIGNED 8 ��
I 6 02 02 830 87.41 43.75 EAST CURB_ E L I N C 0 L N LOOP R VERT.: I= 4
A14 96' 35' 10" 20' 33.71' 22.44' CURB RETURN FRANKLIN EIQDEQ-=f�ECORO__ OrQ�!/�fl/Ill. DATA -d92_ l rZ KW MM •
03 C.L.,C..L. INT. TO C.L. INT. CIVIL ENGINEERING LAND PLANNING LAND SURVEYING CHECKED BY DATE
K 10029'24" 850' 155.62' 194' 78. A15 42°'5 3' 19" 20' 15 00' 7.87' GUTTER -MEASURED ALONG C.F.
K 15056'00" 870' 24l .94' 121 .76' WEST CURB
L 7'07'22" 830' 103.18' 51.66' EAST CURB AIL Zo-,d6'S9" 20' g,00' a..58' k 4 ADD L\P\D DATA PER DWG LC -IG' ANp PREPARED UNDER THE SUPERVISION OF: JCH STA, 19+00 T 0 ST
'A. 31 +00
M 11°58' 12" 850' 177.58' 89.11' C.L..C.L. INT. TO C.L. INT. Q��/S� cuQB Q�T�Rws ✓c 42? -B9 t JOB NO. DR. NO. SHT NO.
11-3 88 APPROVED �` ��/may
` N0. REVISIONS ENGR DATE CITY DATE 380I-020
P ROV APPROVALVHNL C. HOGAN R.C.E. 26229 DATE INTERIM CITY ENGINEER R.C.E. X5126 15oF 19
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