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WESTLAND ENGINEERING CO .
CONSULTING CIVIL ENGINEERING (805) 541-2394
-5 \J\EL 755 FRANCIS ST. SAN LUIS OBISPO, CA . . 93401
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IVY110FIC7411HIMEERF PLANS
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ATIA171' 112 11A, L_
70 //1011105!
CONSTRUCTION NOTES
A NO .CONSItTAUCTION SHALL BE STARTED WITHOUT PLANS APPROVED BY THE
CITY VOINESA OF ATASCAMO. ,, THE CITY ENGINEER SHALL BE NOTIFIED
AT LEAST 24 HOURS PRIOR TO STARTING OF CONSTRUCTION. ANY CONSTRUCTION
Dow wrrmr Apppoveo PLANS OR PRIOR NOTIFICATION TO THE CITY ENGINEER
W,I'-L BE REJECTED AND WILL SE AT THE CONTRACTOR'S AND/08 OWNEA'S RISK.
2. ALL CONSTRUCTION WW AND INSTALLATIONS S14ALL CONFORM TO THE CITY OF
ATASCADER0 STAMAP48 AM SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO
THE APPROVAL OF THE CITY ENGINEER.
3. SOIL$, TESTS SHALL BE DOW 114 ACCORDANCE WITH THir CITY STANDARDS
AND SPECIFICATIONS sErnow 11-331. 1404-. ALL TESTS
BE MOE WITHIN FIFTEEN DAYS-PRIOR TO PLACING MATERIAL. THE TEST
REWLTS $HALL CLEARLY INDICATE THE LOCATION AND SOURCE OF THE
MATERIAL.
4. COMPACTION TESTS SHA1-,L SE_ MADE ON SUSGRADE MATERIAL AND MATERIAL
PLACED AS SPECIFIED BY THE ENGINEER. SAID TESTS SHALL BE MADE PRIOR
TO THE PLACING OF THE WEXT MATERIAL.
S. SUBORADE,14AMIAL SHALL SE' CI)MPACTED TO A RELATIVE COMPACTION OF
95% 10 THE ZONE BETWEEN FINISHED 40GRADE ,ELEVATION AND 014E FOOT BELOW.
ALL MATERIAL 114 FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE SHALL BE
COWACM TO 90% RELATIVE COMPACTION.
S. AlWAISTEM CIVIL ENSIMSP MUST CERTIFY THAT THE IMPROVEMENTS.
WHEN COMPLETEM 'A!* IN ACCORDANCE WITH THE MANS PRIOR *to THE REQUEST
FOR FINAL INSPECTION. A$-fiU'jLt *LANS ARE TO BE PREPARED AFTER'
-7"**;C1V- IL ENGINEER CERTIFYING THE IMPROVE-
MENTS AND PREPARING'THE ASltl`AUtLT PLANS SHALL BE, PRESENT WHEN THE FINAL
INSPECTION,IS MADE'.
7. A BASE PRIME C4AT, SEAL. WILL Be APPLIED.
R. AN INSPECTION AGREEMENT-IS REWIRED PRIOR TO THE START OF CON-
STRUCTION'.
S. ALLUTILITY COMPARIES'NUST BE NOTIFIED PRIOR TO THE START OF CON-
to. THE CITY 04-NEER -MAY RiEdUIf W. f 1EVISIONS,IN, THE PLA14S TO SOLVE
UNFORESEEN PAOSLON8,1HAT*AY ARISE IN THE FIELD. ALL REVISIONS SHALL BE
SUBJECT TO T14E A�"'A* THE-DEVELOPEWS 04GINEER.
It-, WESTLAND ENGINEERING COMPAW�SHALL BE NOTIFIED AT LEAST 48 HOURS IN
ADVA14CE 0
F CONSTRUCTION'Sy THE COWAACTOR OR THE OWNER SO THAT THEY MAY
SCHEEDULE THE ENGINEER*$ INSPECTION OF THE CONSTRUCTION. X
BASE mATERIAL REQUIREMENTS
AGGREGATE F OR CLASS' I AGGREGATE, GAS-
e SHALLSE 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
SASE- THE PEACENTAGIC COMPOS-TTION BY WEIGHT OF AGGREGATE BASE SHALL
CONFORM TO THE FOLLOWING, GRADING WHEN DETERMINED BY CALIFORNIA TEST
14ETHM #40. 202.
SIEVE SIZE PERCENTAGE PASSING
1/2, 10ox
NO. 4 40-80%
NO. 200 0-15X
THE AGGREGATE SASE SHALL ALSO CONFORM TO THE FOLLOWING QUA' LITY
REWIfWAENTS:
TEST TYPE CALIF. TEST METHOD NO. MIN. REQUIREMENTS
NE31STANCE Wt-VALLWJ 70*
SAND RQUIVALENT' (SE) #*2117 25*
DURABILITY 95**
?a
*NOTE-' THE A-VAWE REQUIREJONT MAY BE WAIVED, PROVIDED THE SE
VALUE is 30 OR MORE_
Sol- wl.
&
4 �lqwgd�hww 10 wl,
**WTIL' THE "ABILITY AESUIREMENT MAY BE WAIVED. PROVIDED AN SE Itp VIEW
k
is so OR MORE. 4
40'
12. NEITHER THE OWNE
A NOR THE SNOTWEA OF WOW WILL ENFORCE SAFETY o#44 halt,lot I
V CAP TK'N A A a,
044 COW11010 t�dtk JIj' 14 C�
A
TRACTOR SHALL' OESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICE$. IN— ,AQ hat. Nft ah<1 boil. 4-111Y 110-1 5,�I A A al %am.
MEASURES OR REGULATIONS AS THEY ge Cho araoks�,
PERTAIN TO THE, CONTRACTOR. THE CON-
< gw�i*d (4 Road 2'Cka kQ4*
A
CLUDING SHORING AND SHALL SE SOLELY RESPONSIBLE FOR CQWOFV41MG TO ALL
'V�Dr.
LOCAL.
STATE AND FEDERAL 34PETY' AND HEALTH STANDARDS, LAWS AND REGu-
�Aas slots 6'�.N
ILATIOW THE APPROVAL OF THESE PLANS $HALL ,NOT BE TAKEN AS CONCUR-
A H
14 r.
AENCE, BY THE CITY THAT THE Af OLICANT. ENSINEERS. owniqACTOM OR -Flallol, a,plxM
CO ING BANO
RESPONSISILITIES.
ASENTS HAVE BEEN ABSOLVED TO ENFORCE, APPLICA& COUPLINC-ASSEMBLY "WELDED STEEL COVER ANCHOR DETAIL
Call"
13. A) LOCATION AND ELEVATION OF IMPROVEMENTS ft�,ME al, so g Q
E�LAN
TO T BY WORK TO
BE DONE' SHALL 'SE, COWIP44W IA?���FL �N�Rl
BY FIELD MEASUREMENT$ fwlq4 To CON-
5%
STRUMON Of NEW WORK., t 140. .00-.
------------
baho 12'
8) CONTRACTOR WILL 0,00, EXPLORATION EXCAVATIONS Am-a' LOCATE :1EX-1
ISTING t1NDERGROUND FACIINVISS SUFFICIENTLY AHEAD OF CONSTRUCTION '45-4
TO MANZI REVISIONS TO,MANS, IF REVISION$ ARE NECESSARY -BECAUSE SECTION B-8 500' SECTION A-A
OF ACTUAL LOCATION OF r ISTING FACILITIES.
EX. INAL 111!� VTC L RISER
T
.d . rhow
lip.all omm llvssd� O'_
C) BEFORE EXCAVATING FOR THIS, CONTRACT. VERIFY LOCATION
7�
GROUND UTILITIES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND aE�HQN k-�
c—
NOTE
wrii.m PIPES on sTRucTunes smmm ON THESE PLANS WERE OBTAINED BY
lhst�as 1*-0 w hilt ar
A SEARCH OF THE AVAILABLE
AECVAOS. TO THE 13EST OF OUR KNOWLEDGE. 5�cw., 01 m,�death
1 j ilapl K,�top stdth ZS'
PiPE ASSEMS 5.14 C.Ow. YR re,
B.Imhe.d
THERE ARE NO OTHER UTILITIES EXCEPT AS SHOWN ON THESE
r
SEMICIRCULAR PIPE UNDER AIN 12
PLANS.
!15! ER
0 —7, Isl
_fjj_ -_
0) CONTRACTOR IS REQUIRED 'TO TAKE PRECAUTIONARY MEASURES TO NOTES UNDERDRAIN RISERS
i Taitrurtlos on all dt�wlam ��4t-ow,as shouh, 00 64"ft,,ck *--Tap all D,"
PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES 9W�
2 �.tqslad k,'Got,4,0 Pt-AN ION C
ROO wds Of am may fall�9, 2 shh
NOT OF RECORD OR NOT SHOWN,ON THEN PLANS. owthm arpt posit
3 ca.'.2aled last attoolva to bootol Aaf�HALT_QNC
�li, _,R R%DLQBA1
NOTIFY U.S.A. PRIOR TO CONSTFKXTION SO THAT UTILITY COMPANIES 14AY lab"pshosh,' To Do-d a,,fll siVes fiotts,that,2 1 Uit-h
14. LT_F_Qy�
4 Oho-Woce coo" wwfogft LAF�ERED INLI!
lO Itl9th of 9041 Oh both xld.il ll,a too t"01loa
LOCATE ,THEIR LINES PRIOR TO ANY PHYSICAL CONSTRUCTION ON THE SITE AT th lio"0# piece
$00-049--2444. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO C04-
STAUCTION. 45-s. STATE OF CALIFOP0111A
RUSiNESS ANf TRANSPORTATION ACENCY
�EPAR7VENT OF TRANSPORTAT04
UNDERDRAIN LOCATION AND 1\ 1
SLOPE OVEftOE DRAINS
R'ISERS ANGLED T 0 CU
AND UNDERDRAWS ID87-B
ow
NES TL AND cNomE coo,
CONSULTING CIVIL-ENGINEERING (805) ' 541-2394
Li
7 55 FRAN L
G1S,_ST,:SAN, UIS OBISPO. CA. . 93401
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