HomeMy WebLinkAbout1987 - Larga Avenue ---------- ...... -------- ...........
n
true t oo r
7) A ba s e pr c oa t ea or k�j it I e a pp I i��1
directed by the ClIty Krlg,_noer,_ng Department
NJ T L i NO 1'1'�" 14 U OZ. 7' Z 4 TL�e,4 L S
No Construction ahall be star'ted without plans/permit 17) Any 3urvny monum�ant, th 1- tt x r,�-j ona t r-,4:,�� :�Ina � '�& IL--.,--.,--. _
_01Y7
8) . An Inspec t i on Agreement iz required prior to i.-zi.,ance of ,i i C AI A M r-7
ap�ravad by t�ie Cit'y Engineering Department. 'rho City Engineering preserved )r r*%:zet by a R_,_;latered Ci,),41
encroachment permit and 3tart of Zonstruc-�:_Qn� ee4 C.
ee4 C.
ar tment shall be notified at least 24 hours prior to starting in accordance with Cit, Standards and as requ,lj�,,��d by stat,k�,, L,�&,_,, 7X&'0/0/V, COlYrX,46
/ ("
construction, any construction done without approved plans or Subdivision Matp Act and L,*,,d Surveyors Act.
1 �9) . All utility companies must be notified prior to the start of
prior moti'fication to t 11 a City's Engineering Departniont will be
rejected and, will be at contractor'3 and/or owner'a risk and iconstruction. Construction contractor shall contact Underground 18). All gradng shal I �,e in conformance to _-haptex. 70 o�' the 6-Ro6MvP
expense, S er:v i C o Alert at 1-800-642-2444 at leal 2 t 2-10 days bef ore
�beginning exr-avation and shall verify the location of any known current U,B�C. antl T;t,,�, 3 of the Atascadero Bui.ldinq Requlat�ana
and shall be supervized a Soils Engineer when required.
2) . All construction work and inst4llatiQns zhall conform to the utilities and whether or not a representative of each company will
be present during exca,vation.
'Eui3 Obizpa Standards and 19), No trees shall ho .-emoved without prior approval' of the City
City of Atazcadero and County of San
Specifications, and all work *hall he zubject to the approval of A' City Encroachment Permit is required for all, work done Planning Department.
the City Engineering Department, -------
within the public right-of-way and will be viaihle prior to the
start 20). Contractor agrees that in acordance with generally accepted
of construction. practices, contractor will be required to assume a
3). Soil,% teats %hall be done in accordance with the County construction
Standards and Specifications Sections 11-351.1403 and 11- for job site conditions durinc the
351,1404. All 11). The City Inspector, acting on behalf of the City Engineering and complete r-ezponsibility
Placing material tests must be made within fifteen days prior to Department, may require revisions in the plans to solve unforseen course of cort2truction for the project. including the 2af-2tY Of
The test results shall clearly indicate the all persons and Property, that t�is requirement shall be made -to
location and source of the material.
of the Contractor's Engineer.
problems that may arise in the field. All revisions are subject apply continuously and not be limited to normal workinz hours, and
to the approval contractor further agrees to defend indemnify and h�ld harmless c",
4).
Compaction tests shall be made on subgrade material and design professional from any and all. liability, real or alleged in
material placed as specified by the City Engineering Devartmenz. 112). 'The structural section will be based upon soilm teats to connection with the performance of work of the project. exce'Pting vil
liability arising from negligence of design professio
Said test shall be made and approved by the City En* Idetermine R-Value of existing soil and a traffic index designated nal.
Department gineering by City Engineering Department T. I.— NZ
prior to placing of "he next material. ZZ-__
two-way traffic at all times, gLA)
ts� T
13). 21). The Contractor shall maintain Z.11-,
he provided with an if ? _�Zz,
approved method of erosion control by the City ?lanninq and Hand g4
0 f 95% in the roadway pri3im between -af f ic Control
finished subgrads elevation Manual for Traffic Control and Work Area Tr
All fresh cut or fill slopes shall
5). Subgrade material shall be compacted to a relative compact-ion
traffic control shall be in accordance with current Caltra-
and one Engineering Departments,
foot below. All material in fill sections below the zone Book. No street closure will be permitted unless previously g,
N4,
mentioned above and in sidewalk sections shall ;e compacted to 90% Department., CA
the City
relative compaction. i 14) . All utility relocations and/or alterations 3halll be the zole arranged for and granted by
-Z
responsibility I
of the Developer at his expense. z
stakes :gha'-1 be set by a licensed or W
22). Grade construction
6). A Regi3tered Civil Engineer must certify that the Regiztered Civil Engineer or Surveyor"in the State of California. OF
imPrOvement3, when completed, are ans 15). In the event that the contractor notices irregularities in
in accordance with the pi the line
prior to or grade he shall bring it to the immediate attention of
the request for final inspection. As-Built plans are to the Engineer. If he fails to do so, the Contractor %hall be 23). Any disturbed mail, boxes shall be replaced in a manner
be prepared after construction is completed. The Ci approved by the Postmaster and City Planning Department. 4"
< certifying vil Engineer reap
the improvements and/Preparing the as-built plans shall onsible for any error in the grade and necessary
be present reconstruction to correct such error.
when the final inspec ion is made. are not limited to these
NOTE., Construction and Grading Notes eYV
outlined above. There may be ndivid
ual situations whic� will.
16)� I
Existing be cut in accordance with City/County
paving shall require special notes and attenti
and Specifications and shall reveal competent structural on
Standards
section and now paving shall be joined at this point. Structural VYI A-f-� LE A G of
section shall be inspected by City Engineering Department prior to
� Placement of base. (4(/J<�A 7/Oly
' 01 J/
SJ
INSMU _56'WSe IMAAW060-5 (AP�'kOY. LOCA-r(D�4)
0� V 0
/1 F 6M 43,0 0 R4'R ry
Ir Wt�t 444NqO4 9 SrO PeWc�, -1
IMS 7A 4 L 5,
------- A T G 7-A 2 105le 60 OAlr�l
6 rp� P9 5-13
f
'Ri
Mr
W UJ
-,AJ
UJ
LU
------------
0
5
>
<
w a Ly
U-1 Owl-
> Z
0 --------
0 (5
<
-.7
0
0
0
Z Z
4 11Y,5rAtz S6W459 1"AlyAloLe
(5 1 DE-14 IL-L)
C
T%---w-mQw-m_w__6-PLAN VIEW LARGA AVZ. 5CWER
5 CA LE�: 3 0
0 0
4-
... .........................
----------- -------
-----------
---------------- ---------
............ ------- -------- --------
-1_--_______3...........
----------- --------
----------- --------------------------------
------------
----------------- ------ ----------- ....... ...... ------------------- ------------------------- --------------
---------------
105 --------- ...... ----------- -------------- ------- ------ ----------
------------
----------
------ ------- ----------------------I----------------------------------
/00
---------- -------------------------- -------------- --------------------------- -----------------
----------- ---------- -------------
----------------
--------- -------------------- --------
----------- --------
-------------------------------- ------- ------- ------------- -------
------------------------------------- ....... ------ ----------
---------- ---------- -------- ------------
------------------------------- --------
------------ --------90 ------ -------- ---------
-----------
.......... -------- --------------4
-------------
---------------------------------------- ------------------
------------
16 af ---------- —-----
-------------
----------- --------------------------- ------ ------
------------------------ ----------
---------- ------- -----------
---------------- ------- --------------------------------------------
------------------------------------ ——------------------------------------ ---------80
------------------- ---------- ------------------
.............
----------- --------
-----------
----------- -------- ------- ----------
75 --------------------- -------------------------
------------
-—-—-------- --------- ----------
---------- -------- -------- —----- --------- ------------------
70
--------------
--------------- ----------------------------------------- ---------- ------- —------
---------- -------- ------------------------------ ------- ------------- ------------------------------------------
T --------
...............
-------------------- ------------------ .........
—-------------------
----------- -------- -------
IAJ
—---------
-----------
----------- —------
------------
-------------------
-—------ ----------------------------------------------------- --------- .......4.........
---------- ------
----------
............ ----------------------- ---------
----------------------- -------
LA_ 01) 1
UJ 450 ------------------------------------------------------------------------
-------------------
__[I-------- _1--------------------
0 --------- ----------
-----------
Z
45 ------------------ ----------
'N
------------ ----------------- ------- -------
8 05 4�3 4-18 3 4
------------------------
-----------
-------------- ........
............
------------- ----------------------- ------ -------- D R F,T,E R,
--------------
------- --------- rWiN CIVES
---------- �--------:
------------- -------------
ENGINEERING
4-------------------- CH ECK EF?
55 -------------
------------------------- .... ...
INCO
------ ------- ------- ------ CIVIL ENGINEEAsING A SsUA,Yff--- ----------I_----------- ------------------'30 i ,ALLEN W CAMPBELL RCM SOR444
------ ------- ------------------------------------ -------------I ------ P.O. BOX 777 1 200 MAIN ST., TEMPLETON, GA 93'465 Al LEN 7E I
0 S "T'l T L E
------------ ------
25
--------------- L A RG> AV, E,
IV -----------------------------
20 ------------
---------------- ------
SHEET TITLE
------------- .............
---------------------------
------------
--------------------------------------
-—--------------------------------------
P
----------
-----------------
ff I E s 0- c)ry i p PLA N- L,0000,
----------------- ------------ -------- .......