HomeMy WebLinkAbout1998 - Gusta Lane CONSTRUCTION NOTES S VD : OV V _ \ D A \
A. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS AND/OR
PERMITS APPROVED BY THE CITY ENGINEERING DEPARTMENT.
THE CITY ENGINEERING DEPARTMENT SHALL BE NOTIFIED AT
LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. ANY
CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR
NOTIFICATION TO THE CITY'S ENGINEERING DEPARTMENT WILL
BE REJECTED AND WILL BE AT THE CONTRACTOR'S AND/OR GL S A A \
OWNER'S RISK AND EXPENSE.
B. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF
ATASCADERO AND COUNTY OF SAN LUIS OBISPO STANDARDS AND
SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE
APPROVAL OF THE CITY ENGINEERING DEPARTMENT.
C. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE COUNTY C Y 0 ASCAD 0 CA 0 : A
STANDARDS AND SPECIFICATIONS SECTIONS 11--351.1403 AND 11--
351.1404. ALL TESTS MUST BE DONE WITHIN 15 DAYS PRIOR
TO PLACING MATERIAL. TESTING RESULTS SHALL CLEARLY
INDICATE THE LOCATION AND SOURCE OF MATERIAL.
D. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND
MATERIAL PLACED AS SPECIFIED BY THE CITY ENGINEERING
DEPARTMENT. SAID TESTS SHALL BE COMPLETED BY A
CERTIFIED SOILS ENGINEER AND APPROVED BY THE CITY REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS
ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 DESCRIPTIONS BY DATE APPROVED
MATERIAL.
E. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE
COMPACTION OF 95% IN THE ROADWAY PRISM BETWEEN FINISHED
SUBGRADE ELEVATION AND ONE FOOT BELOW. ALL MATERIAL IN
FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE AND IN THE 1/2" R
SIDEWALK SECTIONS SHALL BE COMPACTED TO 90% RELATIVE PROPERTY LINE -
COMPACTION.
F. A REGISTERED CIVIL ENGINEER MUST STATE THAT THE 60" 1-1 2�= EXPANSION JOINT 2%
1 2,� - ��� �'�-
IMPROVEMENTS, WHEN COMPLETED, ARE IN CONFORMANCE NTH / FILLER MAX. �DRIVEWAY'L-1,
THE APPROVED PLANS PRIOR TO THE REQUEST OR FINAL 1/2" RAD. 3/4" RAD. tk RESIDENTIAL: 12 MIN
INSPECTION. RECORD DRAWINGS ARE TO BE PREPARED AFTER EXPANSION JOINT R/W SIDEWALK, THICKNESS (T) SHALL 20' MAX.
CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER A BE 4" AND SHALL HAVE A
INSPECTING THE IMPROVEMENTS AND PREPARING THE RECORD 6" 12" WIDE BORDER WITH 1/4" COMMERCIAL: 16'MIN.
DRAWINGS SHALL. BE PRESENT WHEN THE FINAL INSPECTION IS 5' MIN. GROOVES APPDXIMATELY 36' MAX.
MADE. IS RE REQUIRED PRIOR TO THE PAVEMENT �• 3f4" O.C. SEE GROOVING 1/2" EXPANSION `
" �'1! DETAIL BELOW. THE RAMP SHALL JOINT
G. AN INSPECTION AGREEMENTQ 16 3 5 3 4-6 M!N i BE GROOVED IN A HERRINGBONE
N
ISSUANCE OF AN ENCROACHMENT PERMIT AND START OF z WIDTH TO 2% dw t� PATTERN APPROXIMATELY
CONSTRUCTION, �`'THIS POINT
10 w) <Ai.:.;: , ;.�;.;:�: :; '� `.':~ :' //\// '� 1-1/2" O.C. x
H. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF > ( I >
/� z o
UNDERGROUND FACILITIES WITHIN THE JOB SITE. HOWEVER `� 6 :.;. \\%�� �'
ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES ;'' ''`.�` ''. " D
N,...
MAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION WHERE w s .} I I ( APRON--
SHOWN
( z
SHOWN IS APPROXIMATE. THE CONSTRUCTION CONTRACTOR STRUCTURE A.C. TYPE "B'; - 2 APPROACH APRON C_
AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE BACKFILL STRU,CTURE� `. A I I 2
RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL �ACKFIL.0
UNDERGROUND UTILITIES AND OTHER FACILITIES AND FOR R W -----' 12.5% MAX
PROTECTING THEM DURING CONSTRUCTION. TYPE C A.C. DIKE 3' MIN 4' MIN. AT CURB
1. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE 10' MAX I ( I I I ( ( ( I l
START OF CONSTRUCTION. THE CONSTRUCTION CONTRACTOR - I —I-1—
SHALL CONTACT UNDERGROUND SERVICE ALERT U.S.A. AT 1-r /
PAVEMENT WIDTH MEASURED TO THIS POINT z '.'_:: \\/��\�/.�''/���/� \\ _ , _ GUTTER FLOW LINE
800•-642--2444 TWO TO TEN DAYS PRIOR TO THE START OF /
I ,> GUTTER -7L,
EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY KNOWN 6 1--1 2 1$
UJ NOTE
UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH Irl 2" R D• .t EXPANSION JOINTS t "^� �\!/` ' '
COMPANY WILL BE PRESENT DURING EXCAVATION. n- SHALL BE PLACED 2 USE GROOVES ON SLOPING 12 4 MIN. PLAN
3" I LL- AT 25' INTERVALS PORTION OF RAMP WHEN 1
REQUIRED FOR ANY WORK 6„ 3/4
J. A CITY ENCROACHMENT PERMIT IS 'REQUIRED RAD. 1/4** i(_q AT ENDS OF ALL LOCATED IN CENTER OF MAX
WITHIN THE PUBLIC RIGHT-OF--WAY, FOR BOTH SEWER AND ROAD 3" CURB RETURNS, AND CURB RETURNS
CONSTRUCTION AND THE INSPECTION CARD SHALL BE POSTED ON EACH SIDE OF DRIVE—
ROUNDED --- .. 2%
THE JOB SITE PRIOR TO THE START OF CONSTRUCTION. 3„ WAY DEPRESSIONS.
K. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY 6,r 1/2" RAD. 1-3/4" THE INTERVALS `'� MAX. 3' VARIABLE 3'
ENGINEERING DEPARTMENT, MAY REQUEST REVISIONS IN THE / " " BETWEEN EXPANSION SEE LIP �- 8.33q T=4"
1/2" 0 x 18 14 - `' JOINTS SHALL VARY -----�"
PLANS TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE IN THE DETAIL 12 RADIUS TOP OF CURB
GREASED SMOOTH , . _. TO ALLOW MATCHING 1. SIDEWALKS SHALL BE CLASS B CONCRETE; A MINIMUM OF 4 THICK. MAX' APPROACH APRON DEPRESSED CURB
FIELD. REVISIONS SHALL BE REVIEWED BY THE DESIGN OF JOINTS ADJACENT 12" RADIUS
ENGINEER PRIOR TO IMPLEMENTATION. THE INSPECTOR MAY DOWEL OR #4 A I. �, EXISTING IMPROVE- "
REBAR W SLEEVE 4 2. STRUCTURE BACKFILL MATERIAL A MINIMUM OF 4 IN DEPTH AND COMPACTED 1 LIP GUTTER FLOW LINE
ALERT THE CONTRACTOR TO DEVIATIONS IN THE WORK FROM THE / STRUCTURE B,ACKFIIL.L. MENTS. TO A MINIMUM OF 90% MAXIMUM DENSITY SHALL BE PLACED UNDER THE 1/2" EXPANSION JOINT 1/2" EXPANSION JOINT
PLANS. THE CONTRACTOR SHALL REMEDY THE WORK TO COMPLY AT ALL EXPANSION : .
WITH THE PLANS TO THE SATISFACTION OF THE INSPECTOR. JOINTS AND s SIDEWALK WHEN THE SUBGRADE HAS AN R-VALUE OF LESS THAN 70. ELEVATION
L. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, CONSTRUCTION JOINTS. TYPE A 3. 1/2" EXPANSION JOINTS SHALL BE PLACED AT ALL CURB RETURNS, DRIVEWAYS SECTION A—A
COMPLETE, AND ACCURATE RECORD OF ALL CHANGES WHICH AND AT ALL INTERVALS NOT EXCEEDING 25', 45°
DEVIATE FROM THE CONSTRUCTION AS PROPOSED IN THESE PLANS 1/2" x 18" SMOOTH, GREASED DOWELS 24" O.C. TO BE PLACED THROUGH 2>, SAME AS SIDEWALK
AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING THE THE EXPANSIVE JOINTS. 1/2"
ENGINEER WITH A BASIS FOR RECORD DRAWINGS. NO CHANGES NOTE
SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE CITY (1) TYPE "A" AND "C" CURB TO BE CLASS `B' P.C.C. 6"- 2%
ENGINEERING DEPARTMENT AND THE DESIGN ENGINEER. (2) DIKE TO BE TYPE 'B' A.C. 4. WEAKENED PLANE JOINTS SHALL BE A MINIMUM OF 1-1/4" IN DEPTH AT APPROX 3/4" ON BORDER; 1" LIP
M. THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS (3) STRUCTURE BACKFILL PER SECTION 19-3.06 STATE STANDARD SPECS. INTERVALS NOT TO EXCEED 5'. LIP DETAIL 1-1OF THE RAMP SLOPING PORTION P C•CCLASS B
TO DETERMINE THE R—VALUE OF EXISTING SOIL AND A TRAFFIC -�---------t�
INDEX DESIGNATED BY THE CITY ENGINEERING DEPARTMENT OF CURING METHOD — 5. SIDEWALK WIDTH IN COMMERCIAL AREAS TO BE DETERMINED BY THE �-
CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO ENGINEER. X � '
T.I.=6. :_.:> :'; r, .:. 600
N. ALL FRESH CUT AND FILL SLOPES SHALL BE PROVIDED WITH A
THE PROVISIONS OF SECTION 90-7 OF THE STATE STANDARD SPECIFICATIONS.
METHOD OF EROSION CONTROL APPROVED BY THE CITY COMMUNITY CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. 1/4"
SLOPE BACK OF
DEVELOPMENT AND ENGINEERING DEPARTMENTS. GROOVING DETAIL SECTION SIDEWALK TO GUTTER
0. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE
SOLE RESPONSIBILITY OF THE DEVELOPER AT HIS EXPENSE.
DRAWN BY: DRAWN BY: DRAWN BY:
P. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULARITIES CITY OF ATASCADERO CITY OF ATASCADERO CITY OF ATASCADERO CITY OF ATASCADERO
R.A.L. DRAWING NO. R.A.L. DRAWING NO. R.A.L. DRAWING NO. R.A.L. DRAWING NO.
IN THE LINE OR GRADE HE SHALL BRING IT TO THE IMMEDIATE ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT
DESIGNED BY: DESIGNED BY: DESIGNED BY: DESIGNED BY;
ATTENTION OF THE DESIGN ENGINEER AND THE CITY S.J.S. S.J.S. S.J.S. S.J.S. _
ENGINEERING DEPARTMENT. IF HE FAILS TO DO SO, THE D TE:41 8 D TE: 41 9 D TE: 4 2 0 2 2 /92 DRIVEWAY APPROACH ,4.2 3
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ERROR IN THE 2 27 92 CURBS 2 27 92 SIDEWALKS 2 27292 SIDEWALK RAMP
GRADE AND NECESSARY RECONSTRUCTION TO CORRECT SUCH . FILE NAME: FILE NAME: FILE NAME: WITH CONCRETE CURB & GUTTER
ERROR. AT418.D WG AT419.D WG AT420.D WG AT423.D WG
Q. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH
THE CITY/COUNTY STANDARDS AND SPECIFICATIONS TO REVEAL r
A COMPETENT STRUCTURAL SECTION AND NEW PAVING SHALL BE
JOINED AT THIS POINT. THE STRUCTURAL SECTION SHALL BE
INSPECTED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO
THE PLACEMENT OF BASE.
R. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION
SHALL BE PRESERVED OR RESET BY A REGISTERED CIVIL
ENGINEER OR LICENSED LAND SURVEYOR IN ACCORDANCE WITH
CITY STANDARD DRAWING 426 AND AS REQUIRED BY STATE LAW,
LAND SURVEYORS ACT AND SUBDIVISION MAP ACT.
S. ALL GRADING OR OTHER CONSTRUCTION WORK OUTSIDE OF THE
RIGHT-OF-WAY SHALL NOT BE PERMITTED WITHOUT WRITTEN
PERMISSION FROM THE OFF--SITE PROPERTY OWNER. `A9
T. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE
CITY COMMUNITY DEVELOPMENT DEPARTMENT. GRADING
ACTIVITY MUST BE IN ACCORDANCE WITH THE CITY TREE
No. 33780
ORDINANCE NO. 214.
U. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
ACCEPTED CONSTRUCTION PRACTICES THE CONTRACTOR SHALL BE
REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR �p ` C
THE CONDITION OF THE JOB SITE DURING THE COURSE OF �p ,
CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFETY OF
ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT
SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE"LIMITED t
TO NORMAL WORKING HOURS. THE CONTRACTOR FURTHER AGREES RECORD DRAWING
TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE CITY OF01 Q Cannon Associates
ATASCADERO AND THE DESIGN PROFESSIONAL FROM ANY AND ALL ,.$ THESE DRAWINGS HAVE INFORMATION SHOWN WHICH IN PART HAS BEEN
CC) LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE �"� ��yy PRgViDED 8Y ERS. Na WARRANTY IS MADE OR IMPLIED As TO THE
cti PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING LIABILITY -9�� SITE ACLU ACY OF 15 INF ATION DEPENDS T VERIFICATION SHOULD BE
o ARISING FROM NEGLIGENCE OF THE DESIGN PROFESSIONAL. S T E.
• • 29743 M IOR a Fu
V. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL c"y4 Exp.3/31/99
TIMES. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE
LO CURRENT CALTRANS MANUAL FOR TRAFFIC CONTROL AND WORK PORTOLA > t.
tP ��}�.. � ��` N FALKENSTIEN RCE 33780 DAIS
AREA TRAFFIC CONTROL HANDBOOK. NO STREET OR LANE gyp• OF -xo
w CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY ARRANGED
FOR AND GRANTED BY THE CITY ENGINEERING DEPARTMENT.
OS REVISIONS
� W. CONSTRUCTION GRADE STAKES SHALL BE SET BY A REGISTERED �, STREET IMPROVEMENT PLAN
CIVIL ENGINEER OR A LICENSED LAND SURVEYOR REGISTERED SP�P RD. N0. BY DATE DESCRIPTION
IN THE STATE OF CALIFORNIA. ��, �,R•OFESS/pN
X. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MANNER
APPROVED BY THE POSTMASTER AND THE CITY COMMUNITY �� �� �� �• �s,, Fti� TITLE SHEET
A S S 0 C I A T E S
DEVELOPMENT DEPARTMENT.
Z ENGINEERS 'x
i PLANNERS NO. 33760 - CITY OF ATASCADERO, CA
S U R V E Y O R S EXP. 6•--30-98 ` , � _. .
vc ACCEPTED BY: ' /� , 01-22_: 9$
VIC INITY MAS 364 Pacific Street S�, CIVIL P
N.T.S. San Luis Obispo, CA-7407
'�Ifi OF CALoFO��� JOH R. FALKENSTIEN R.C.E. 33760 EXP. 6-30-98 DATE
DESI NED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET:
STEVEN J. SYL STER CE 29743, CITY ENGINEER DATE FJC FJC JRF 940527 AS NOT 1 OF 2
Ll:
CA/FILENAME GUSTAPIP.DWG\DTL-SHT
i
R/WR/W
25 25'
5' 18'
VARIES
o Q M o N E ' _ OVERLAY
P d m MIN.
-
cn �3 o t� /
w z OFFER OF DEDICATION SAW-CUT 12" MIN. INTO EXIST.
o m a / OR AS NECESSARY TO REVEAL
/ / COMPETENT STRUCTURAL SECTION.
30" WON 04 `C CONSTRUCT 6" CURB, 18" 04 o w /
q\ rn =� o Q GUTTER AND 5' SIDEWALK PER o 0 o V *2.5" A.C. PAVING MIN. OVER
co + CITY OF ATAS. STDS. 418 & 419 (D v ac rn Q SQA 8 CLASS II AGGREGATE BASE
O zoo r. v � �' 10 3
¢ o n - Q ar„ aC r�i k/Sr 3,7� l/ CONSTRUCT 6" CURB, 18" GUTTER,
R ~ V V) m rn W.
�$ � V) aa-� �ti�°�' V) � ® 945.78 FN S AND 5 SIDEWALK PER CITY OF
5 SWALE PDLE � � a_rr. g g � rC W ATASCADERO STDS. 418 & 419.
SP, N 4� MIN. SAND UNDER SIDEWALK
26" W0 ,� �� °� 1 to /� gNo. / / 6 MIN. CL. ii A.B. UNDER GUTTER
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THESE DRAWINGS HAVE INFORMATION SHOWN WHICH IN PART HAS B N
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DESIGNS BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET:
CD STE YLVESTER, RCE 29743, CITY ENGINE ATE FJC FJC JRF 940527 1" = 20' 2 OF 2
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