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CONSTRUCTION NOTES y-
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1 NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS APPROVED BY THE
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CITY ENGINEER OF ATASCADERO. THE CITY ENGINEER SHALL BE NOTIFIED AT
LEAST 24 HOURS PRIOR TO STARTING OF CONSTRUCTION. ANY CONSTRUCTION
DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE CITY ENGINEER
or WILL BE REJECTED AND WILL BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK. l<
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2. ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE CITY
OF ATASCADERO STANDARDS AND SPECIFICATIONS AND ALL WORK SHALL BE
')(454 SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
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3. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITH THE CITY STANDARDS
AND SPECIFICATIONS SECTIONS 11-351.1404. ALL TESTS MUST BE MADE
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Ar y WITHIN FIFTEEN DAYS PRIOR TO PLACING MATERIAL THE TEST RESULTS SHALL ui 0 ItT
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UP CLEARLY INDICATE THE LOCATION AND SOURCE OF THE MATERIAL. c z I I
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4. COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL AND MATERIAL IW4- 0i
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Aff y)e -32 PLACED AS SPECIFIED BY THE ENGINEER. SAID TESTS SHALL BE MADE PRIOR
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dO 0;41 5. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 0
95% IN THE ZONE BETWEEN FINISHED SUBGRADE ELEVATTON AND ONE POOT
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ap- BELOW. ALL MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE w Q0
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Ato it ry f SHALL BE COMPACTED TO 90% RELATIVE COMPACTION.
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Ate, 6. RECORD DRAWINGS ARE TO BE PREPARED BY ENGINEER AFTER CONSTRUCTION cn Ntl
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IS COMPLETED.
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7. A BASE PRIME COAT SEAL WILL BE APPLIED.
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8. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START
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9. THE CITY ENGINEER MAY REQUIRE REVISIONS IN THE PLANS TO SOLVE *11 CC
UNFORESEEN PROBLEMS THAT MAY ARISE IN THE FIELD. ALL REVISIONS SHALL w
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LOT 31 BE SUBJECT TO THE APPROVAL OF THE DEVELOPER'S ENGINEER. U) > W
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10. BASE MATERIAL REQUIREMENTS:
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Ar45 mur Alail -r 6.44. /00.oe AGGREGATE FOR CLASS 3 AGGREGATE BASE, S"HALL BE FREE OF VEGETABLE z
A MATTER AND OTHER DELETERIOUS SUBSTANCES AND SHALL BE OF SUCH NATURE o
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W,476M CC, / 4446P 0�4 6",l Irra ms;;,-4e THAT IT CAN BE COMPACTED READILY UNDER WATER AND ROLLING TO FORM A z w
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lw�E7-46R) eeR S015 FIRM STABLE BASE. THE PERCENTAGE 'COMPOSITION BY WEIGHT OF AGGREGATE >
11 - 21 BASE SHALL CONFORM TO THE FOLLOWING GRADING WHENDETERMINED BY <
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CALIFORNIA TEST METHOD NO. 202 . z
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SIEVE SIZE PERCENTAGE PASSING <
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NO. 4 40 60%
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NO. 200 0 �15%
THE AGGREGATE BASE SHALL ALSO CONFORM TO THE FOLLOWING': QUALITY
t5; REQUIREMENTS:
T ' TYPE
EST CALIF. TESTMETHOD NO. MIN., REQUIREMENTS ,
6RA496 45 A1E66'5;5AcY
C671v76941A146 P9,0,=1 e-45(e-wys Twv 6)
7V rR4oV1,qLr-7 -5;A, -RAA.1j51r10A1 70*
7 RESISTANCE (R-VALUE) #*301
25*
SAND EQUIVALENT (SE) #*217
DURABILITY #229 25* ,
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*NOTE: , THE R-VALUE REQUIREMENT MAY BE WAIVED, PROVIbED THE ,SE VALUE IS
3 0 OR, MOR
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**NOTE: THE DURABILITY REQUIREMENT MAY BE, WAIVEDo P9 IDED AN St IS TO
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11. NEITHER THE OWNER, NOR THE, ENGINEER OF WORK WILL ENFORCE SAFETY
-THE
-S 'AS TO THE' 'C'GNTR 'TO
THEY PERVAiN
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MEAS-URES OR REG
CONSTRUCT AND MAINTAIN ALL SAFETY D,—EVI,CES,.,,
CONTRACTOR SHALL, DESIGN,
N INCLUDING SHORING AND SHALL 13E ,SO"LELY �RESPONSIRLE FOR CONFORMING TO
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ALL LOCAL, STATE AND' F LTH, STANDARDS i L
EDERAL SAFETY AND HEA AWS 'AND
REGULATIONS. THE ' APPROVAL OF THESE PLA14S SHALL NOT�, BE TAKEN, AS
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C NCURENCE BY THE CITY THAT THE APPLICANT' ENGI14EERS � CONTRACTORS OR
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AGENTS HAVE BEEN ABSOLVED TO' ENFORCE ARPLICA B L E S AF8'T Y
RESPONSIBILITIES.
12. A) to, ROVEMtNTS TO BE MET BY WORK TO
CATION AND 8LEVATlON OF IMP
tA- BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO
CONSTROCTION OF NEW WORK.
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WILL MAKE EXPLO CATE
B) RATION EXCAVATIONS AND LO
EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF
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C ''TkOCTION 'IONS
ONS TO PERMIT REVIS- TO PLANS IF REVISIONS ARE
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NECESSARY BECAUSE OF TUAL LOCATIONOF EXISTING L
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C) BkFORE EXCAVATI14G FOR THIS CONTRACT, VERIFY LOCATION OF
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OF ANY
R UNDERG,ROUN-D UTILITIES. THE I EXISTENCE AND L04CATI-014
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UNDERGROUND, UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE e5it
HE AVAILABLE RECORDS. TO THE BE
OBTAINED BY' A SEARCH' OF T ST OF
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OUR KNOWLEDGE, THERE ARE NO OTHER UTILITIES EXCEPT AS ,,SHOWN ON
THESE PLANS.
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-TION-ARY MEASURES T SCALE:
QUIRED TO TAKE PRECAU 0
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PROTECT .THE UTILITY LINES SHOWN 'HEREON AND ANY OTHEREXISTING
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LINES NOT OF RECORD OR NOT, SHOWN ON THESE PLANS. AL� DATE:
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CTION SO THAT' UTILITY COMPANI E S
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13. NOTIFY U.S.A. PRIOR TO, CONSTRU JOB NO
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MAY LOCATE 'THEIR LINES PRIOR TO ANY 'PHYSICAL COtt;--RUCTION 'ON, THE SITE
M U,ST NOT I F I ED �PRIOR TO to
COMPANIES
AT 8,00-642-2444. ALL UTILITY
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CONSTRUCTION.
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14. CONTRACTOR TO TAKE NECESSARY ACTION TO CONTROL DUST DURING
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CONSTRUCTION.
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