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E
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E cm omm to
E mm u E (sm ` TOI SIMM I I m m m
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BATTER a:12 11BATTER 8:12
b Il II C m m m
' OPE 6.3R `—� _ �_--______—I --
a l V NN V N N CJ 3=
Eetwa� P011R S POM1T a 00
o a>r1Tae
LEVEL _ _ t t6
4 k -TORTE q C m MET 1) + 'ice +
B1-150(6) B2-150(6) 25(mm� ! ' o �G �G ��? >r� ^ �G ��G,
6 q k a, 6 �. 9p�
rl K cup. eE «w�l. kco,
� ,c, '�
CO2. .��F 69:� yF •`��a��' `� `��. "'
! uTeM NN11N N*1 — — — — -� s°R�i1ir Owlaol wM NG `s� p9 ,0�. k
.. 20 mm
E (3/4') R
50 - T —
6 6 s 1�R1s I PO,Nf C cum }
BATTER a 12 BATTER S. BOTH SIDES 2 I I I our=
SLOPE 2.DR v _ _ _ t 5' 28'
LEVEIC 21' 5' S'
PORT E PoaT PU11�! — — — — — pw R 5' 21 ' 5' S,
/�� /yam S4
^ A BA
c /+� Q,
a E I— Wa E CA TC S4SW MO -11 ` A TCH BASH �-.-J CA �� a4SW ��1
2s D2-150(6) i = w — — —
83-150(6) (,, �-- A11a NwrM aaMlreR _ - _ _ — - - - r LOCAL DISTAL (CASE E) LOCAL DISTAL (CASE E) LOCAL DISTAL (CASE E)
I r , I SCALE- 1 II f 0' SCALE. l'!--10' SCALE. l--10'
1 I C
I. THE LAST NUMBER IN THE DESIGNATION IS iv i 5
--,---- 5 21
THE CURB FACE ( HEIGHT. (2 INCHES). :. m IOM x 250 mm I _ _ _ ( , ' ,
2. GUTTER rEOTH, MI, IS 600 min (24 E y oe • 1000 mm OC - — - - -
uNLEss OTHERWISE SPECIFIED. E 150 mm (114 x 10• • 4' OC) cum PORT c awla 5' 21 ' S' S' 7' S'
3 CONSTRMTEDTYPES 81. �FROM PCC.
B3 AND 2 SHALL BE n E 6 GROUTED IN PLACE I a
I Cm OrEN1Rla OMNI smom �f Eurt6t }
4. TYPE 02 CURB SHALL BE CONSTRUCTED BATTER 6:12 Few a iJ Wm 11MR1a1I: 0 $Tom - - t
FROM ASPHALT CONCRETE.
5. TYPE C2 CURB SHALL BE ANCHORED WITH E t
STEEL DOLnC 48K a11NT 11
LS AS SHOWN OR WITH AN m\. P01lft- - - - - /OIIfT a
EPDXY APPROVED BY THE ENGINEER. �OMIT P
G.' ALL EXPOSED CORNERS ON PCC CURBS 75 mm (3") BrAcr ON OF FLOW
AND GUTTERS SHALL GE ROUNDED WITH A AW �`
15 mm (1/2•) RAOKM / K
7. DIMENSIONS SHOWN ON THIS PLAN FOR
METRIC AND ENGLISH UNITS ARE NOT / ` _ _ _~_ _ _ _ _ _ K _ 6��' ,. i —
--o •a' �i 7 A-141';--�
i G �I3•EXACTLY EQUAL VALUES. USE EITHER +— - — — — — — -- — — — —� — � ,p , �p�k�N '¢�� �`3``�� �k961�� A �i�'6'ii� � � ��1 � It p C_ w 1. �afl���METRiC OR ENGLISH VALUES, AS rREQUIRED. BUT NOT BOTH, EXCEPT THAT C2-150 6 iI 6 66co '!� / �� iN
ASTM 615 REINFORCING STEEL MAY BE ( )FLOW VLE I
SUBSTITUTED FOR ASTM 615M STEEL. 1 T now UK m m
S�1SES E. F AND G
A&UNCAN MJfLIC WOIM(S ASSOCMMI N - SOUTIl CAL IFOMMA C~Mlt m QJ U
.11ompAu oxrm,
lam"" new A '.AN'tal•L!C SSON�i AMOCMTION - 501111ttM1 CAL/OIrM C/W 111t p V N = ,, R V `� R
CURB AND GUTTER — MOUNTABLE N
im 121 1 LOCAL DEPRESSIONS AT CATCH BAMS 313 1 �, II N N N 3 =
THEE WRTH sTAM"m araCTIC mm Ka Max ,ra NIi COMaTIWCTION SHEET t OF I MET ! OF 4 4f 3 II
+ +
�1•
ao
C4 TCI a4W #'1-12 CATCH S4W #B" CATCH a4M #W-2
NOTE LOC.1AL. QS4f390V DETAL (CASE E) LOCAL DEPAESSION DISTAL (CASE E) LOCAL DEPAESSIOV DISTAL (CASE E
1. ALL EXPOSED EDGES $HALL K ROUNDED TO A 15 aw11 (HALF UNCI) RAOM.SCALE: 1 '=10' SCALE'1 w=10' SCALE.
1 w=10'
2. THE CUM FACE AT POINTS A AND D SHALL K THE NORMAL CURS FACE OF THE ADJACENT CURS.
THE CIMS FACE AT POINTS B AND C SHALL BE THE NORMAL CURS FACE Of THE ADJACENT CURS 00
5' 21' S.
PLUS H (SEE APPLICASLE CATCH BASIN STANDARD PLAN). I
N
S. IN EXISTING EnUM WNW NO PAVEMENT REMODELING K IMOICATED, THE ELEVATION OF THE tJ
OUTER EDGE OF THE LOCAL DIPREBM011 SHALL AWT THE FUNGI STREET SURFACE.
4. IN NEW STREETS. OR IN VISITING STREETS WmI MVEMENT REMODEUNII IS IN HCATI[D: m
THE ELEVATIONS OF POINTS F AND G SHALL K SET IS NIGHER THAN THE WTTV FLOW UNE '
ELEVATIONG AT POINTS A AND D, OWSCTIVKY. V ; V N N
THE ELEVATIONS OF POINTS P AND R SHALL K UT
SET IIs MOM THAN THE GUTTER FLOW LINE N 3 =
ELEVATIONS AT PORI B AND C. RdPICTIlKLY. N
THE ELEVATION OF POINT S SHALL K SET 14 HNGNER THAN THE ELEVATION AT THE NEAREST 3 O G G
GUTTER FLOW LINE.
-tot Ir
WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEME3SION, THE ELEVATION Of "INT
,( ,c
E SHALL K SET 1% HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. Y�b-bl
�Q1 �G {(G rk�9 lk �c- NOTED oN TIE PROJECT KAIK. ca
N - NOTED ON THE PROJECT PLANS.O�e�T4 �'�,� s��
2 H, - NOTED ON THE PROJECT PLANS. <
"N
Ng- NOTED ON THE PROJECT ►LAWS. m
a - GOO an 12 Peat)
K - 1.5 w 116 Few 04
w w L - 1.8 111 (6' Fun 3
3 1 2 �g w� 1 2 M . 1.2 m (4 F..e) 5' 21 ' S' r\
N • 1.6 ■ t6 F44R) 28' 5'
We - CATCH BASIN W FOR DOW CATCH BASIN OR
DISTANCE 1111 EX EXTREME END WALLS 5
FOR MUTWUE CATCH BANNS.
THE TMIS(NM OF THE LOCAL DE RESNON SMALL K 200 nx,1 (G INCHES). �� y�� QA ,A yy � BA
6. ONIENSIONS SHOWN ON THIS PLAN FOR METRIC AND WGUSH UNITS ARE NOT EXACTLY EQUAL CATM a4W #a C4 Tom/ BASH #W-8 C A 7 BiSW
3 VALUES. IF METRIC UMTS ARE USED, ALL N ENG USED FOR AYK CONSTRUCTION SHALL K METRIC LOCAL DISTAL (CASE E) LOCAL DI DETAL (CASE E) LOCAL DISTAL (CASE E)
VALUES. EINCEPT REINFORCING BAR STIES M ENGLISH WHINES MAYBE SUBSTITUTED FOR METRIC
R BAR UM- IF ENGLISH UNIT ARE WED. ALL VALUES (WILD FOR CONSTRUCTION SHALL K ENGLISH
a0
VALUES. SCALE. • l'!--10' SCALE. • l'!--10' SCALE 1 '=10'
5► 28' 5' 505f
5,
Z
SHALL BE CONSTRUCTED Of TYPE B ASPHALT CONCRETE AND
TO BE BONDED TO PAVEMENT BY A TACK COAT.
AC DIKE TAIL � �Lki
D E DE 6k'G 1 �k�v c9s� �o p� v hg� ��,o��c'Zi
TYPICAL SECTION X69
ASCAN "mX. NOIrLM AtNOCM110N • Woom t'*jpMA CIM!'1!R "moo"
LOCAL DEPRESaRm AT CATCH BASM 313-1, OF 4
m m
J
N
oN p= NN q I.
+ 3 C 3 �1
2' PER PLAN A �
' GR/NO 0.10' MIN. Sr1i1�CUT AND REMOVE
EXIST. PAVEMENT AND CA 7M BASFV #a � CATCH BASH #B3-
OVERLAY 0.10' MIN. EX. PAVEMENT
LOCAL DIEPAERS 0dV DETAL (CASE E) LOCAL DS2RESSM DETAL (CASE E) �� RECORD DRAWING j
jmjj� -�
SCALE- 1'- 10' SG4LE.1'- 10 Q THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN W
PART, ON THE BASIS OF INFORMATION COMPILED AND
��3� ad FURNISHED BY OTHERS THE ENGINEER WILL NOT BEko Q
EXISTlN6 PAVEMENT o :-. t BENCH MARK. j 8-17 BASIS OF BEARMVGS: RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
CALTRANIS 17. A ;, rE> �� �! HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS (n
NEW PAVEMENT _
BRASS CAP kV 7W >F HAg OF 7W BOG• NQ! 59'316 A RESULT TH REOR
T►t� SOM LEG OF AN SCE Zvo TFIE a SUMMMT A YE
AC OVERLAY DETAIL a s"w sem,OF Fav"" 'i�sz. Ail a iT�esr , i. ,wa n�s"� 11. E Of C,A� '*�!'� �� /8 a►7
OF SVM A W
EZ EVADW C7%� 1
/ V I V
wv. REV -9W DIESCRIFWN DAIS ENGR. CITY DATE Pre ored Under ThSu vision Of : OF C NTANA `� I L/PORN/A w�
Q O SW"- CONSTRUCTION OF THE REG(ORED `�AkPROVEARENTS PREPARED NTN Te e OFFICE OF, �^
NOT COAL WNICE WITHIN T'Mb YEARS OF "ff DATE OF` MADOLE AAV ASSOCIATES, AVC. S TREE /MPRO VEMENT • PLAN O
APPROVAL SHOWN HIEREON ANb CARRIED FORTH ANA
No. 82183 �, � 7801-A SOUTH ROCHESTER A I�EIIN� °�A"" nM _ CITRUS A -VENUE N
ONTARIO CA OV61 A HOWN N
DIAL Two WORKNG DILIGENT NANNER, ThE CITY ENGAWER-MAY REOWNE * 9-30-05 pmow If6a! ivy-9151NaEssavED BrAL SECTIONS, DA 7E.-
BEFORE DAYS BEFORE �� �WTA� S & NOTES JULY 2005
YOU DIG You a0 REVISIONS TO TIE PLANS TO N8RANG THEN INTO cI v �v
TOLL FREE 1-e00-227-2600 SCA%- Date :7•i7•�1- CN'�Eta►CED Br.° DRAMNVG 2
A PUBLIC SERVICE BY SERVICE ALERT COWORNANICE WITH COII�IT'IONS AAD STANDARDS ITV EFFECT. WE � EXP 9-00-05 �����y JAf � 3� T �
A f ZCOAD DPW/A145 I � AARON T. SKEERS CITY N . C. . -5-1-IM DATE �
JA126-20131sbwft\.ST02.dwa. 7/27/2005 4:35:22 PIN. Emile. Emile
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