HomeMy WebLinkAbout1992 - El Camino Real at San Benito jjj, Mill
ALL ,1M 'REN ,
CONSTRUCTION NOTES 13 . THE CONSTRUCTITON:,'�CONTRAC TQR,�,,SH "A "C U
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'RFCORD��,�,� OF���"'�'�A'LL, 0 H,
A P P R CC L S REVISIONS APPROVALS AND ACCURATE,�
REVISIONS
� ,AND ��SPE ;IF�TCATI,
COUNCIL RESOLUTION NO. 26-92 3/10/92 APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 25* Min. 1 . NO CONSTRUCTION SHALL BE- STARTED WITHOUT PLANS AND/OR PERMITS CONSTRUCT ION", PROPOSIko" THE'St,",
DESCRIPT`IONS BY DATE
---§—Cf�I—PTI S Y DATE APPROVED
ORD DRAWl'N"
PURPOSE OF PROV1D1N-G�,THB,"ENG
DE APPROVED BY THE CITY ENGINEERING DEPARTMENT. THE CITY ENGINEERING A
T'T"'j
1'.1� ,HE
-THOUT"
90
SHALL BE NOTIFIED AT, LEAST 24 HOURS PRIOR TO STARTING
DEPARTMENT I �,ix- APPR
NO CHANGFS,'SHA�LL'�",
CONSTRUCTION. ANY C
ONSTRUCTIO
MEN, Alk bt,"S"It-
FRING,, I ot
N DONE WITHOUT APPROVED PLANS OR 'ENGINE
PRIOR NOTIFICATION TO THE CITY' S ENGINEERING DEPARTMENT WILL BE
1/2* R.
REJECTED AND WILL BE AT THE CONTRACTOR' S AND/OR OWNER' S RISK AND T,
T U,
14 0 T14E S R BE
PTU
co TH E XV
EXPENSE.
777�-,v,,�,�.
DETERMINE,
IF
'HE' �01TY
DESIGNATED'' D'Y"T',
XPANSION JOINT ,Q �7
2 . AbL CONSTRUCTION WORK SHALL CONFORM TO TH
E' CITY OF ATASCADERO
L-71/7"
1TH
3/4" PRO'" ,
A If), AND COUNTY OF SAN LUIS OBISPO' STANDARDS AND SPECIFICATIONS AND ALL METROP
� 5. ALL FR A"'C'U
V ' " i` ' 0 , I '' I
1/2" RAD. SECT C S T,
TO THE ' APPROVAL OF THE CITY ENGINEERING UNITY D'S,i VF1
INT WORK SHALL BE SUBJECT
NOTE, Cross-seclion of slope ditch
ENGINEERINO 'Dif
DEPARTMENT. �OAkt"f NITS
OF EROSION
LOT INP-S may be semicircular vies or
Irapezoldul,
1 AL'i
3. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE COUNTY
16 . ALL �'ITJE,�S�� "I ,"AT,
I PAVEME,NT
[EL
-351 .1403 AND 11-351. 1404 .
� 3 5 0
& 0 , 1",S, :PEP
STANDARDS AND SPECIFICATIONS SECTIONS 11
PONS IBILITiT". F
6# RE'S
TO PLACING MATERIAL.
TO COM
M
16" ASPHALT CONCI�E7t ALL TESTS MUST BE DONE WITHIN 15 DAYS PRIOR
12 RAMp T- ''N w
, N 07T--,,CE,,5-,' R
-i,:, 0 ',CT,��,R ��l
-N 7�"`,�T �`C, MRA EG,U,Ij
AL MIN 16' TESTING RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF
17 . IN THE EVE,,T, ::i,,`HA
4E, T�,-T, A11 -1 T(T-t
MATERIAL. OF,�
91, ;1 S`H
14 LINE OR GR
T1,
I "EN I
G N.
'NTIAL MIN .............. TY e',�
MAX 3(3, 112
r
SIDE
A-
+�A\ - DESION E NPAI Nv't I e,
MAX 20',," DIKE
r77;
TH Nyl �
T
so
OMPACTT011 TEST'S SHAL1.t BE DONE ON SUSORADE NATERTAL AND N 0
A C
TO DO ;0 �T SN"A4
BY THS CITY F RFCQN
SPECTFIED 14C T:Ng
MAT9RIA1.4 PLACED ZRTNG DEPARTMENT. N
C T'Yp AS
AND fITS-1
'AY A CER"T`TFTEDS0T1,,S E, wr
r7e GRADE
4 . C
tTRUCTUk
RLETED IG T
I$ . EXII,
TtflT�
RD4,,S COMPS,
F K;T NEER I'Nr,, DEPART"IENT, PRIOR TO THE PLACXN(,'Z�
4
SAID TESTS SHALt,,,, BE CC�M, AND
BACKFILL STRUCTUR CLA
, , "A"I'll �, I I , I � iMz%z APPROVET., BY THE CTTY 34 iN,
8A6Kf-lU, 6-ot"o
$
C I TY COUNTY STANDA
---------- Mv'VP, 7. "''111,17 ,'',,[,"�, I$'', OTNT
ION E E OFTHENEXT HATERTATAe
TYPE C
A.C. CTURAt AL Nt Y,
�STRU
Q ILK 1
A
�C
UCTUR
F �ATIVE COMPA(",TION
THE STR SSM10
-w r
SUBGRIVIE MA`TEFIAI,.�, SHALL BE COM, ACT91) TO A R,5L F
L
PE -,F �,)4 FINISHEFD SUPGRADE ELEVATION AND
�i,; 4 w" -v
'' ". ' ' '' 1- ",
Al T'�,IE fl!�()A, WAY PRI'SM 1,,ETW'
-J3
5
EF
U
3.9, ANY'
'LOW . j`,,ye,�'�O d b'NSITR
)NE r,
1 v
T WIDTH MEASURED TO THIS POINT BE6OW THE ZONE , 'e, �iT
PAVEMEN MAT IN FTLL SECTIONS ioum
TO'
M ENT 11(,,A`4FD A1,4()VE AND T`N TH'ESTbZWAL T I," i--1112�"W1 JEE R��r:OR,�' LICENSED
R1 ,�,'S, ,
T , �i, ,1�11' �
N'BE
6"
ED bk"�4-`tsl' tl�,'��
IN, �AC ' C
C )R
CL EXPANSION JOINTS
'RA "AND"; �A
'ND
0.42* -'V D,
90,*, RELATIVS ("iOMPAC7 )N. ',,,WING�� M
RAD. Ole, SURVEYOR V,,�, ,
4'44"14% kD
SHALL BE PLACED
rl/2
ri
AT 25' INTERVALS, REQUIRED, BY'STATE A,
0 04 4
6,
3 3/4" RAD.
11 /4e� AT ENDS OF ALL
A FF'7G' STERED (,,,TVI:L ENGINEER MUST CERTI
�5,
IN CONFOPIMA14CE WITH THE APPROVED PLANS PRIOR Ot UTS1DE"
WHEt,31 COMPLF
> 0 AP E R
3 EACH $10E OF DRIVE- I C' TED, 20. ALL �:',CONS!
VARIABLE 0.20'. A C"�,�
CMJ149' 'OFF"T
WAY DEPRESSIONS. TO TH IAL INSPECTION. RECORD DRAWINGS ARE TO BE WAY SHALL
C14 1/ RAD. THE INTERVALS LL 11 1
�ER
IS COMPLETED. THE CIVIL ENGINf
PREPARED AFTER CONSTRUCTION
1-3/4" SECTION 0 SITE PPO'PERTY'l�,��,o�""t"i."�,'�
L BETWEEN EXPANSION
2" MIN. TYPE "B" 64 TS AND PREPARING THE R S
JOINTS SHALL VARY N 0, 418
14- A.C. SURFACE SE-17 iY"ING,
-'OR "1" 1. NO TRES$ THE'��-CITY,,,,
1/2* 0 x 18 TO At-LOW MATCHING L DE. --''Rom
2%
OF JOI M, Sr ILL
NTS ADJACENT T F
—L- TTY, il T, X
eft-,' OPUP04 1"'.�v T V1
1, ,,
DOWEL OR #4 COMMUNITY� ,r, 17
- 4 IRECTED-
EXISTING IMPROVE-
L NI
EXCAVATE OR
�Gp J."N f"ITH I T FEET,-,,OF A,'�TREE".
REBAR W/SLEEVE MENTS� tak","
STRUCTURE a,<CKFiLL.
AT ALL EXPANSION B
AC�
22. THE' CONTk "T'
JOINTS AND 6" MIN. CLASS 11 AGG. BASE �ACCZO, DANCE,
OR
CONSTRUCTION JOINTS. ]�YEf� A G S ���'C,ONTRACTO% S HA L t�, BX
V—P �,,Tl
ON�$ RUC
F CONSTRUCTION. ......
T
'COM'P,
'PON
' '" ,, " ,L .,, I"I , i�?'f , bND,ITTON'OF THE
ME SOLk--`!ANjj1
AN EFFORT HAS BEEN MADE TO, DEFINE THE LOCATION OF UNDERGROUND
'HIS
C 9.
SITE DUR'INI E -0, RU�C�TION
#R STING UTILITY AND e7
2 Tit T THI S
v6P8RTY
,INCLUDING THE,
27'i.
T
U" Y
H NOT BE SHOWN ON THIS PLAN AND
A
c bo �'-Nv
LASS `8' P.C.C. REQUIREMENT SN P RLY
Tn�'A''�""I
NOT,,,BE L1,MI ED,
I TYP A ROXIMATE. THE CONSTRUCTION
�C E "TO DEFENDf
D�, TT
TO NORMAL, W
E "Ap' AND "C" CURB SECTION THEIR LOCATION WHERE SHOWN IS PP PU kTRER' AP E� S
I- '131 A.C, f- ItR' CTOR,"
2� DIKE TO BE TYP 14k- ORX,ItN,0�
HOU
-3.06 STATE STANDARD SPECS� S THAT HE. SHALL ASSUME SOLE AND COMPLETE �1`1 I� I'�'',: ill,",�,� " �, 1i� "0 N
3 STRUCTURE BACKFILL PER SECTION 19 kl-A'SCAbERO'��A, E
INDEMNIFY,
,1,, - I , Y, "'Y,, ,' ,' �"t'�, ,1,1�1. L
PLAN OR LOCATING OR HAVING LOCATED ALL UNDERGROUND -7 T
'I"t IT— PA.
F 41TAB, ;OR IN
A N
�' I%��'', ,
.PRO Y "0
PROTECTING THEM DURING
CURING METHOD - UTILITIES AND OTHER FACILITIES AND FOR
T'HE R/W LINE IF NECESSARY TO CONNECTI� 14's, P ER' AL.,
OUND METHOD ACCORDING TO ON WIT" TT F ORM 0:dllt�,�:'Oil','�
CURING SHALL BE BY PIGMENTED CURING COMP PAVING MAY BE REQUIRED BEYOND
IFICATIONS.
LIABILITY ARIS:TNG�,,"��, 'R'
THE PROVISIONS OF SECTION 90-7 OF 'THE STATE STANDARD SPEC CONTROL SILTING OF THE GUTTER Fl�s� Ot'4"�' ON
CURING COMPOUND SHALL BE WHITE PIGMENT TYPE.
W,
'AYI, T AFFIC7-,,,'AT ',A4
MPANIES, � MUST BE NOTIF1 'T tj
.C. CONCRETE MAY PER DRAWING NO. 423 AIN
THE ,
A"`PHAU1* CONCt"EjE OVERME DR-
V R T NS
P C THE CONSTRUCTION CONTRACTOR SHALL CONTACT 1,;�,, ,�'7,,�,,�! , ", , ", A �Nl� CALTRA
P
Use Min to' length of gutter on both sides In o tog locollon. TRAFFIC CONTROU'SHALL E"I1N,eAC COk A 10:8,WITA, E CU
CONTROL HANDBOO
ICE ALERT (U.S .A. ) AT 1-800-642-2444 2 T F
MANUAL FOR TR'AFF,IC�,,:��:CDNT'R�O�t�$�",, %
WORK�i"Af
7-7
TTE U
DR BY. P
LE
H ENT.
TA PR�EVIOUSLY�
D R CITY OF ATASCADERO DRAWING NO. DRAWN BY: CI T�7 diF A' DRAWING NO. STATE OF CALIFORNIA OF EXCAVATION AND SHALL VERIFY THE LOCATION OF '14'"' -SU
ENGINEERING DEPARTMENT. NO STREET OR,��'�IA' R
ER OR NOT A
4 G�INt,E x
NT D,E, M
R�A.L. ENGINEERING DEPARTME', DEPARTMENT Of TRANSPORTATION ES AND, WHETHF FOR ,A",,",G
DESIGNED BY:
J�
DESIGNED BY,
A r--% COMPANY WILL BE .PRESENT DURING EXCAVATION.
DRIVEWAY APPROACH 4 Y A' ,RFGISTERED,
CIVIL
2 RUCT1,00'
0 TE: 41n D T 92 . ET, B
CURBS 2 27 D87-B ""'0 1, THE S ATE o
92 WITH AC DIKE 0'VERSIDE Dti IRED FOR AHY W _kv,ky,,? IsTERED -'-N-
E: R A
FILE NAM
NAME,
4.2WG
CALIF
UT12 MINIMUM, ORNIA.
,�DWG
ON THE JOB SITE PRIOR TO THE START
25. ANY DISTURBED"IeMA1 SOXES4,�SNALL ,BE, REPLACED IN A MANR
JI
t EL
TITY��,D- V.
EERING i T, T!
I
THA
THE I
S . THE
L REMEDY THE WORK TO COMPLY WITH THE PLANS TO THE 'zi
NSPECTOR.
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APPROVED BY: Ity
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GRATE r�MPOr'gRY
0,
EL CAMINO REAL
____•._ _______a___,w____________...._ __._
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m 1 ,� ` °� '� m
20 o
10 20 40 ¢. y. rJ `� "� .� V �j 1.� �. v p M�
114
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1 inch =- 20 #t.
SCALE: 1 son"
14
9 10 12
" VIC,
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7
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__ APPROVED BY.
EL CAMINO REAL IMPROVEMENT PLAN
° ;; CONDITIONAL USE PERMIT #3-88
ROFILE0.
';° '" int r Y ..�r� �m1 �N�t�t 24 A3 MfCN414- EDERfCK PAVING CO.
�� �"� ��� REV. QESCRfPTI DESIGN cin , DESIGNED
ENGR. DAIS ENGR. DATE
"��,,UESTA DRAWN
3t'31 11Y,� ENGINEERING
HORI 2
717 MORRO ROAD
_. .m_.........._,..,._.•. '! *� r� ,.'gra_ ."^nx� ,'`d r` 7 1{ .+rt..A p
VER""o _ ..______ _ M t 5A�LIFQRNIA 93422 ,��yg NO.
�C?5 466
--9627
S91-0,39
HEET
— 9=AlOF R.C.E.E 337fiC� ExP. , �j94
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__._. _,_ _ __._.__----------- _-____ _ ___-_.__ _ _____
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