HomeMy WebLinkAboutJun-82 - Curbaril Avenue, El Camino Real - D-0187 _5
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CONSTRUCTION NOTES WORK TO BE DONE
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO
i . NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS APPROVED BY THE
THESE PLANS AND THE CURRENT CITY OF ATASCADERO STRUCTURAL DRAWINGS FOR
COUNTY ENGINEERING DEPARTMENT. THE COUNTY ENGINEER SHALL BE NOTIFIED
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TYPICAL DRAWINGS.
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AT LEAST 24 HOURS PRIOR TO STARTING OF CONSTRUCTION. ANY CONSTRUCTION
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DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE COUNTY ENGINEER
WILL BE REJECTED AND WILL BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK.
2. ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE COUNTY ----
z PREPARATION OF SUBGRADE AND PAVING OF STREETS
OF SAN LUIS OBISPO STANDARDS AND SPECIFICATIONS AND ALL WORK SHALL BE
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SUBJECT TO THE APPROVAL OF THE COUNTY ENGINEER.
3. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE COUNTY STANDARDS
AND SPECIFICATIONS SECTIONS 11-351 . 1404. ALL TESTS CURB AND GUTTER
MUST BE MADE WITHIN PIFTEEN DAYS PRIOR TO PLACING MATERIAL. THE TEST
RESULTS SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THE
MATERIAL.
4. COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL AND MATERIAL
PLACED AS SPECIFIED BY THE ENGINEER. SAID TESTS SHALL BE MADE PRIOR
TO THE PLACING OF THE NEXT MATERIAL.
5. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF SIDEWALK UNDERDRAIN
95% IN THE ZONE BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW.
ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE SHALL BE
COMPACTED TO 90% RELATIVE COMPACTION. DRIVEWAY
6. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS,
WHEN COMPLETED, ARE IN ACCORDANCE WITH THE PLANS PRIOR TO THE REQUEST
FOR FINAL INSPECTION. AS-BUILT PLANS ARE TO BE PREPARED AFTER
CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE IMPROVE-
MENTS AND PREPARING THE AS-BUILT PLANS SHALL BE PRESENT WHEN THE FINAL HANDICAP RAMPS
INSPECTION IS MADE.
7. A BASE PRIME COAT SEAL WILL BE APPLIED. LINED DITCH
8. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE START OF CON-
STRUCTION.
9. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CON-
STRUCTION.
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10. THE COUNTY INSPECTOR, ACTING ON BEHALF OF THE COUNTY ENGINEERING
DEPARTMENT MAY REQUIRE REVISIONS IN THE PLANS TO SOLVE UNFORESEEN
PROBLEMS THAT MAY ARISE IN THE FIELD. ALL REVISIONS SHALL BE SUBJECT
TO THE APPROVAL OF THE DEVELOPER'S ENGINEER.
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11 . WESTLAND ENGINEERING COMPANY SHALL BE NOTIFIED AT LEAST 48 HOURS
IN ADVANCE OF CONSTRUCTION BY THE CONTRACTOR OR THE OWNER SO THAT
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THEY MAY SCHEDULE THE ENGINEER'S INSPECTION OF THE CONSTRUCTION.
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M A�'r C�H X I 15-C V AV E_
BASE MATERIAL REQUIREMENTS
AGGREGATE FOR CLASS 3 AGGREGATE BASE, SHALL BE FREE OF VEGETABLE MATTER
< AND OTHER DELETERIOUS SUBSTANCES AND SHALL BE OF SUCH NATURE THAT IT
CAN BE COMPACTED READILY UNDER WATER AND ROLLING TO FORM A FIRM STABLE 0
BASE. THE PERCENTAGE COMPOSITION BY WEIGHT OF AGGREGATE BASE SHALL (.4"CL45-5 "e;PC.6. 51D6j41A1_A_- 6
CONFORM TO THE FOLLOWING GRADING WHEN DETERMINED BY CALIFORNIA TEST 0A1 4"61,45S "2 "Ok ".3
METHOD NO. 202. YRE "6`A C. PAVE O/V
SIEVE SIZE PERCENTAGE PASSING Cc," C-Z-A55"8 Pc�c G" c-1-A 55 '12"'OP, ",3
1 1/2" 1001 Ce rf- O/V G"cz-ASS A4C?9_--CIA-r�5 i5A5,P_
NO.4 40-60% 09",3" A4 Q- bA5,4:
NO. 200 0-15%
THE AGGREGATE BASE SHALL ALSO CONFORM TO THE FOLLOWING QUALITY B A
REQUIREMENTS"
TEST TYPE CALIF. TEST METHOD NO. MIN. REQUIREMENTS A
RESISTANCE (R-VALUE) #*301 70* A Diornona Piote" IL
SAND EQUIVALENT (SE) #*217 25*
DURABILITY #229 25** plotes 1/4" )VO SC�ALF_
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*NOTE: THE R-VALUE REQUIREMENT MAY BE WAIVED. PROVIDED THE SE tengln Z�Ves 0,
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VALUE IS 30 OR MORE.
*IS 30 OR MORE. co,t loce I�B
*NOTE: THE DURABILITY REQUIREMENT MAY BE WAIVED, PROVIDED AN SE
12. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY
MEASURES OR REGULATIONS AS THEY PERTAIN TO THE CONTRACTOR. THE CON- Back of s�o_woig `
TRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, IN-
CLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL Width of S;dewolk
LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGU-
LATIONS. THE APPROVAL OF THESE PLANS SHALL NOT BE TAKEN AS CONCUR-
RENCE BY THE COUNTY THAT THE APPLICANT, FNGINEERS, CONTRACTORS OR
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AGENTS HAVE BEEN ABSOLVED TO ENFORCE APPLICABLE SAFETY RESPONSIBILITIES. PLAN
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-3. A) LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO
11%4; NOTE, Grind oil corners on
BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CON-
UJI steel Diotes
STRUCTION OF NEW WORK.
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B) CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EX- Width, of Sidewalk 2'
IT
ISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION
TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE
OF ACTUAL LOCATION OF EXISTING FACILITIES.
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C) BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCATION OF UNDER-
GROUND UTILITIES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND
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UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY
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A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,
THERE ARE NO OTHER UTILITIES EXCEPT AS SHOWN ON THESE 4 n,0/, 0,V 4 ",cf-LA-55
z PLANS. `B"A-CRAW5
D) CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO aECTION A-A -Z S" CZ-A55
-A 55 "13" PC-C,
PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES D ri 11 and couniersinK for a 1/4` oAl c-l-A5.5 A449ECqA7-AF 8A,54
NOT OF RECORD OR NOT SHOWN ON THESE PLANS. D,irnond Plate` stee, I` w
I'1 , No. 4 bors 12'; O.C, /dio, alien hex-socket flat-heac
cover !/4 ihicr,,1 both directions, Z. ok"3" A4 Cy. OA5,E�
14. NOTIFY U.S.A. PRIOR TO CONSTRUCTION SO THAT UTILITY COMPANIES MAY cap screw,
LOCATE THEIR LINES PRIOR TO ANY PHYSICAL CONSTRUCTION ON THE SITE AT
-rYPICAL C_, " 0S5 - _5EL7`10AJ
800-642-2444. ALL UTILITY COMPANIS MUST BE NOTIFIED PRIOR TO CON-
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STRUCTION. i4" D-mrnond Plate
1/2",ThiCk barstock 2** w;de Z_ 4— C-Am/ No -
X 4" icing, Drill and top for
NO -5C_AL_F_
screw, described above.
--L— wetd-on two no, 3 bars
each bar 2- long,
NOTE- Ptoce one each at corners
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of each plate.
SI)ECTION B-8
LOQjING DEVICE DETAIL
NESMAND ENSINEERING CO.
VE:_rA,1L- - -51'DF-WAL-K UW'VF_VDPN1N1 COWLTIN9 CIVIL ENSIMMIN9 (M) 541-2394
No 5CIAL�E�_ 7W FRANCIS ST# SM LUIS 0BI00% CA., 9M1
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