HomeMy WebLinkAbout1990 - Sinaloa and Curbaril � I -----_ ___ \ GRADING NOTES
1 � \ 1. ALL GRADING SHALL BE IN CONFORMANCE TO CHAPTER 70 OF THE CURRENT U.B.C. AND TITLE 8
� _ OF THE ATASCADERO BUILDING REGULATIONS AND SHALL BE SUPERVISED BY A SOILS ENGINEER WHEN
� ' `�~ -M. REQUIRED.
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2, AREAS TO BE GRADED SHALL BE: CLEARED OF ALL VEGETATION, INCLUDING ROOTS AND OTHER
1 � V' /\ SSI MATERIAL UNSUITABLE FOR STRUCTURAL FILL., AND SCARIFIED TO A MINIMUM DEPTH OF 12".
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3. NO TREES SHALL BE REMOVED WITHOUT PRIOR APPROVAL • THE CITY PLANNING DEPARTMENT.
,_ "_ <� �� 4. IN AREAS TO RECEIVE FILL, THE EXISTING SOILS SHALL BE SCARIFIED AND COMPACTED TO A
.�. - 1. ` MINIMUM OF NINETY PERCENT (90%) OF MAXIMUM DENSITY,
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\ /� � , ' . 5. ALL. SLOPES SHALL BE PLANTED TO MINIMIZE EROSION ASS N AS IS P'RACTIC'AL AND PRIOR
�' \ ,,�....-.-__ � . ` TO CALLING FOR FINAL INSPECTION.
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is 6. CUT AND FILL. SLOPES SHALL, NOT EXCEED A GRADE OF 2 HORIZONTAL, TO 1 VERTICAL UNLESS
-- -- -� `__ V`,, �!'Q \�_ }► �' APPROVED 8Y THE SOILS ENGINEER.
___\
I /Q `\ \ie, . . �- 7. SURFACE DRAINAGE SHALL NOT Pak LESS THAN 2 EXCEPT FOR PAVED SURFACES AND POS111VE
r __ --_ DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL STRUCTURES AND SLOPES.
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--,... . . , �'� 8. ALL UNSUITABLE SOILS MATERIALS AND RUBBISH AND DEBRIS RESULTING FROM GRADING OPERATION
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``� SHALL BE REMOVED FROM THE JOB SITE AND DISPOSED OF PROPERLY.
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k --,••`"" `" \ _ `J 9. THE CONTRACTOR SHALL NOTIFY 'I`HE CITY OF ATASCADERO, THE DESIGN ENGINEER AND THE: SOILS
/, N �I 1. ., ' \ . ENGINEER AT LEAST 24 HOURS BEFORE COMMENCING CONSTRUCTION.
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-.e---__- - 1. 1. 1. -----_- -- _ �L . , 10. THE CONTRACTOR SHALT. EMPLOY ALL LABOR, EQUIPMENT AND METHODS REQUIRED TO PREVENT
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tiIS OPERATIONS FROM PRODUCING DUST IN AMOUNTS DAMAGING TO PROPERTY, CULTIVATED VEGETATION
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�' 1. . . . ANIMALS NG Bt1ILDINGs IN TILE VICINITY
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.. CAUSING A NL
-T --� �``` -: OF THE JOB SITE, THE CONTRACTOR SHALL BE RESPONSIBLE PERSONS
U� FOR ANY DAMAGE CAUSED BY DUST
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_ ST ABATEMENT MEASURES SHALL_ BE C O NU
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-' 11 ALL ROOF AND SURFACE<.;< ID -- - l9' E DRAINAGE SHALL BE CONDUCTED O
POLE1.
. : & \ T DESIGNATED AREAS. .,
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r 12. A CITY ENCROACHMENT
., _. . \ _ ACHMENT PERMIT IS REQUIRED FOR R ALL CORK DONE WITHIN THE PUBLIC RIGHT-OF-
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.:;.; r r LI RIGHT OF
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: . W AND L BE POSTED IN A VISIBLE LOCATION PRIOR TO THE STAR O
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.. \ 13. A CITY BUILDING PERMIT OR GRAD
_ , v j . \ LNG PERMIT IS
. 1` REQUIRED FOR ALL CONSTRUCTION N FORK ON
/ �, PRIVATE PROPERTY.
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I�_ (� 14 CONSTRUCTION GRADE ST SHALL BE SET BY A LICENSED LAND SURVEYOR OR REGISTERED
15"ELM v ion ,�,``„ �"'I Im L � (� �`� \ CIVIL ENGINEER IN THE STATE OF CALIFORNIA.
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. \ �C� OJ ��. �'\ �D� A��� pU'�!1 EARTHWORK ESTIMATE: CUT: moa CUBIC YARDS
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NOTE: EXACT SHRINKAGE, CONSC3LIDATiON AND SUBSIDENCE FACTORS, AND LOSSES DUE TO CLEARING
�k'�5�'E' 1.. , �,PH� rte^► r �► . �,
''�I�_; \ "Ill � OPERATION ARE NOT INCLUDED, ESTIMATED EARTHWORK QUANTITIES ARE BASED ON THE DIFFER
/V��,/ �,'oirvr f'O�� BETWEEN EXISTING GROUrJD SURFACE AND PROP ENCS
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ED FINISH GRADES AS SHOWN ON THE PLAN.
�( D6. � .4 �� , 1 t' 00 ",1�_ CONTRACTOR SHALL MAKE HIS OWN SITE VISIT AND QUANTITY TAKE-OFF AND SHALL BID ACCORDINGLY.
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cr<o�r --"- �® �__ P .b,ET`Li/G - Sri�E�"r /Mr�'i'c�1/ >M Nrf'C�1�t15 6717 MORRO ROAD fjr7f�C
ATASCADERO, CALIFORNIA 93422 JOB NO.
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��j VerA IL ) /,1�ojaNe rION ------ I/ I ./ 1'"1 -"ll1�, / (805) 466-6827
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"` JOHN FAI:BKkNSTIkN R.C.E. 33760 EXP. 6/30/94 '/ °i0 4
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Approvals CONSTRUCTION NOTES
Revision$ N�F -.6 5 i!
6"J�C 03 t 74
Revisions
Description AWored Vote Vieftli'l Of PUbliC Wdrill joescription .f I-j<-A-+,__p f!r�g�!i i
AA"vve Vale Road Cbm'WISSM".0 SANTOW.... 449 0
virfollor Of pu*/Ar wtWks 2 96 z
W7", 5LSAVS-MWIMIL -------------- z'j � 1. 4 ",9 w,Z: Z 9-1 Z5 Z A�
W.J`V. *11�jji - , i� -- x `�v �-,F's
olime alimi 40 mum #_-?z Oir�t C C;; ;Q, p- ;!�� ZA, f::B 1 0 - 1 NO CONSTRUCTION SHALL BE STARTED 1411-1101YI 1"LANS ANIVOR PERMITS APPROVED BY THE CITY
IM. 0ulA".bj0j4 _ERING DEPARIMENT SHALL BE NOTIFIED AT LEAST
:2 x it
-,-,*a r
9zese'-, - � z ENGINEERING DEPARTMENT. THE CITY ENGINE
:00 C v;f llz�*
ve
-st Zvi 1445 _10N. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS
24 HOURS PRIOR TO STARTING CONSTRUCI
S
U A, 9 a-2 2.1
AA
__NC -ERING DEPARTMENT WILL BE REJECTED AND WILL
-A lee OR PRIOR NOTIFICATION TO THE CIT I IINE
ck E t�!? f Tx
I P 1!3:
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rO
-0
-7 �,-_o tic BE AT THE CONTRACTOR'S ANWOR OWNER'S RISK AND EXPENSE.
ovow"-5 V. "1 2 x -�t O'� i'tEg - I
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MY AU#i
N Vq -0 THE CITY OF ATASCADERO AND COUNTY Of' SAN LUIS
t1i t-: 2. ALL CONSTRUCTION WORK SHALL CONFORM I
00 Cr
T I ONS AND ALL WORK SHALL BE SUBJECT TO 'THE APPROVAL OF THE
/ a 2 CC OBISPO STANDARDS AND SPECIFICA
Wolve CITY ENGINEERING DEPARTMENT.
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3. SOILS TESTS SHALL BE DONE IN ACCORDANCE WITHTHE COUNTY STANDARDS AND SPECIFICATIONS
TESTS MUST BE DONE WITHIN 15 DAYS PRIOR TO
ell. sw Z Oekw W SECTIONS 11-351 -1403 AND lt-351 .'1404. ALL
U, _S SHALL CLEARLY INDICATE THE LOCATION AND SOURCE OF
4
_j !g: PLACING MATERIAL. TESTING RESUL'I
1,44 0 ="4 ffh
&LEehr.Nr L W
W. __j
no MATERIAL.
11 liew -sh-eall, C07 f Iror
CC4" W
Curb A duffw dkfail&
4. COMPACTION TESTS SHALL BE DONE ON SUBGRADE MATERIAL AND MATER AL PLACED AS SPECIFIED BY
_1STS SHALL BE COMPLETED BY A CERTIFIED SOILS
Owl
:>1 THE CITY ENGINEERING DEPARTMENT'. SAID 1
0, 1> TMENT PRIOR TO THE PLACING OF THE NEXT
4
Ij .,..:, ou ENGINEER AND APPROVED BY THE CITY ENGINEERING DEPAR
777 JIG,_
Ilk MATERIAL.
UIA
Ala IE ROADWAY PRISM
44 'o Z; 5. SUBGRADE MATERIAL SHALL BE COMPACTED 'TO A RELATIVE COMPACTION OF 95% IN TI
(4-MO7.dep*
-A.--- noft z bebw
Z4 Call Amd aiedeffr V. BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW. ALL MATERIAL IN FILL SECTIONS
*11% � 41 COMAIERCIA4, _4W11 bw l#x* -J IALL BE COMPACTED TO 90%
A-0mill 4win_q BELOW THE ZONE MENTIONED ABOVE AND IN THE SIDEWALK SECTIONS SI
A- Ilk
metbad a=,VWW/,y fV'the ac.44.0 C W RELATIVE COMPACTION.
48 Wift aArew,4W expansion abil� of 0M_'%millll Warsdarti 6. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS, WHEN COMPLETED,, ARE IN
Ii -
2* W1 INSPECTION. "AS-BUILT"
to CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE REQUEST FOR FINAI
U.1- - 0 ---T,-�1.1--.08T PLANS ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING
-BUILT" PLANS SHALL BE PRESENT WHEN THE FINAL INSPECTION
THE IMPROVEMENTS AND PREPARING TtiE "AS
.16111111 IS MADE.
f till
W �T__ THE CITY ENGINEERING
A, lilics
6 Per 7. A BASE PRIME COAT SEAL OR FOG SEAL WILL BE APPLIED IF DIRECTED BY
------- --- 4-
W DEPARTMENT.
F47-' M.CL-WO VAAM twda-.,� W -r PERMIT AND
2 r
8. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE ISSUANCE OF AN ENCROACHMEN
W
JOINT START OF CONSTRUCTION.
SIA04fW1441t AXA?A1A10 ECTION
V4"+**led 'V'o 40
9. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND FACILITIES WITHIN T E JOB
?V Jvolrm _UR S MAY NOT BE S-OWN ON
f L^P0 is .4e ol r__A~ RPS A" SITE. HOWEVER,ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCI E 11
A ts 4 x 1'-0 at tw 11�ff%"Wsmelk &kkoto ezihexoe AXRMSION .10INr 'Ul I n, __!Q TRUCTION CONTRACTOR
hkax 4 ,tRo'APhe d"rat THIS PLAN AND THEIR LOCATION WHERE SHOWN IS APPROXIMATE. THE CONS
extrude4i gurb 4 Satter
C4mpoumd Hei OML 9UR&-4_U!232L.L "t-sor'lif hod*17# jrAall confibe'" Y10 Me. '00-orl'i AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED
W 19-i.o6 of the Stwfe Jtandard A
virori bepo 22JQM�LALK Of _fCCtiO17 ALL UNDERGROLND UTILITIES AND OTHER FACILITIES AND FOR PROTECTING THEM DURING CONSTRUCTION.
06.01 `y fte"01411IR&AID fteVICNO-me PYW ut4ft Ito Wttrlzo�%
jxftl iii extriliuded
f4ke-0 ofjreailon 00-7 of 13* sp ecif;*c 4.1,ilo 01.0
10. A TRUCTION. 1-11E CONSTRUCTIO
�Ake Staie Standoed -611S of;4,0c7m s. gra LL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONS
a dur '0419/ 19/-4 altild 4�0**
oxxPere, 510dewalk Poll MU1,1; -800-642-2444 2 TO 10 DAYS
me dArpw0ions CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1
OF EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY KNOWN UTILITIES AND
rot TIM MM OM 1xi"'?
M PRIOR TO THE START
CAr -jAfer MIS beCn 00,'&,ftW de#N g"Olgr tralNfifOM 4djOaWi M 000rM
'bonaj
Fil"Wd unles:5 op
te rho.imi&%WA balwet*?eVmviewlbil 0,10all vary 40 allow WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT DURING EXCAVATION.
0 ANI CS. k=
osifjoillilil itr.0j. evi0ing 1LM,0rVV4W719"& 041411 01 SM LOS 0*0*00 .46*: till.
��Ar Wom AWVN
001s" COUNry OF SAm LUIS 001SPO 11 . A'CITY ENCROACHMENT PERMI -WAY, FOR BOTH
&V/01 .1 1 1 T IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC RIGHT-OF
"Wo" Or SAN Wis Pill, §4 < T-1 y
PRIOR TO
A-S to SEWER AND ROAD CONSTRUCTION AND THE INSPECTION CARD SHALL BE POSTED ON THE JOB SITE
ft. 7,ci so. 10
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A YS CONC.) A7
MAE. W W It z zj z THE START OF CONSTRUCTION.
P.ac. DRIVEW
.........ji SIDEWALKII6 OR, ACTING ON BEHALF OF THE CITY ENGINEERING DEPARTMENT, MAY REQUEST REVISIONS,
v -MIS 0 12. THE CITY INSPECT
W t�1 W
ALL REV
RESIDENTIA L 8 COMMERCIA ISIONS ARE
IN THE PLANS TO SOLVE U
NFORSEEN PROBLEMS THAT MAY ARISE IN THE FIELD.
SUBJECT TO THE APPROVAL OF THE DESIGN ENGINEER.
OF ALL
13. THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE$ AND ACCURATE RECORD
CHANGES WHICH DEVIATE FROM THE CONSTRUCTION AS PROPOSED IN THESE PLANS AND SPECIFICATIONS
S SHALL
fill 1;
0 FOR THE PURPOSE OF PROVIDING THE ENGINEER WITIf A BASIS FOR RECORD DRAWINGS. NO CHANGE
Revision$ Appromb Appr -IE CITY ENGINEERING DEPARTMENT AND THE DESIGN ENG1 E
Revisions R*Viaidtts ......... BE MADE WITHOUT PRIOR APPROVAL OF T1
4OPW*41 of 0 COV02 rog4weer
WWI 00,10 414
Joy Aponweillf Oct# C44i &00~ ------
by 14. THE STRUCTURAL SECTION SHALL BE BASED UPON SOILS TESTS TO DETERMINE THE R-VALUE OF EXISTING
vopwpy Co. efififfloor Cap screw$ at 16"O.C. 0
CA :how 1 7,::�' MVIC
n SOILS AND A TRAFFIC INDEX DESIGNATED BY THE CITY ENGINEERING DEPARTMENT OF T.
Undefdrain shalt not W e 4A C.� 4 4,e 7.7 5. 5;//V-41-0,4
be located closer
tho" 5 f
froth 16ED WITH A METHOD OF EROSION CONTROL APP90VED
15. ALL FRESH CUT AND FILL SLOPES SHALL BE PROV
. ................ ...... driveway or curb
return. BY THE CITY C OMM UNITY DEVELOPMENT AND ENGINEERING DEPARTMENTS.
30'MRS RADAIS Mtlssklkz Diamond Plate"
450 -.314"RAO
9AMNSIO
FILL" zz steel plate#1/4"
*jt4$S1OXl* SSIRIMW
'I 'M 16. ALL UTILITY RELOCATIONS AND/OR ALTERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER
thick, two equOl
onj,4404 of 0-I ".-r zt-t�
W 4z,S length plates, AT HIS EXPENSE.
kavo 2' d4eiiiiii on
Steel plates shall be RITIES IN THE LINE OR GRADE HE SHALL BRING
I_ J_ It 0io W 41-001"W Awl warpl-free. All corners 17. IN THE EVENT THAT THE CONTRACTOR NOTICES IRREGULA
$491 AWA TMENT.
WAD ro A4 4 Aws and sharp edgel shall IT TO THE IMMEDIATE ATTENTION OF THE DESIGN ENGINEER AND THE CITY ENGINEERING DEPAR
X rpts Pwx r Curb face 3010 min. be ground smooth,All IF HE FAILS TO DO SO, THE CONTRACTOR SHALL BE RESPONSIBLE OF ANY ERROR IN THE GRADE AND
4� 7 600 rill metal surfaces shall be
to $Oek of sidewalk NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR.
I I pointed with a told
18. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE CITY/COUNTY STANDARDS AND
.0 Ilk A.0 Mr'iii NOTE: 'AND NEW PAVING SHALL BE J
SPECIFICATIONS TO REVEAL A COMPETENT STRUCTURAL SECTION
A
STRUCTURE " A all? THIS UNDERDRAIN
/tic STRU RE Itillill ", SHALL BE USED PL8N THIS POINT. THE STRUCTURAL SECTION SHALL BE INSPECTED BY THE CITY ENGINEERING DEPARTMENT
NOTV rO Or Il= Wfl*,V r - A A&T 04t-O 44
GACKFILL SAO FIL
97"0? 5' a? 10, 1 ft: A ONLY WITH THE PRIOR TO THE PLACEMENT OF BASE.
10--N he'414
A C DIKE APPROVAL OF THE 41
IV 1, 1 2!-0 SERVED OR RESET BY A
CITY ENGINEER. J 19. ANY SURVEY MONUMENTS WITHIN TI,IE AREA OF CONSTRUCTION SHALL BE PRE
19
Ili I mal;atte's cover support-is REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR IN ACCORDANCE WITH CITY STANDARDS
CM PAiiiiii worm mwAmwv ro na Pi -11-1 pCr.floor with no.4
bars both directions, DRAWING M-1 AND AS REQUIRED BY STATE LAW, LAND SURVEYORS ACT AND SUBDIVISION MAP ACT.
'Mot oz T DEPARTMENT,
410 20. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY COMMUNITY DEVELOPMEN
SM ser/mo A WSAWAvi &W-i", 4 lit 1/4per t'Slope IN ACCORDANCE WIT11GENERALLY ACCEPTED CONSTRUCTION PRACTICES
AA .�:.X.----4 --- . 21 . THE CONTRACTOR AGREES THAT
THE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE CONDITION
10 Aggregate base OF T14E JOB SITE DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFETY
ME A
CUM AW SUrTM. HALL BE MADE TO APPLY CONTINUOUSLY
OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT S
L "SECTION A-A TRACTOR FURTHER AGREES TO DEFENDI
414 ------------------ 'rok 46iW 479 Zoft !$Nr. 4C Drill and counter sink for 0 1/4" AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CON
4 _97 �,�Z dia. hot-dip galvanized alien INDEMNIFY AND HOLD HARMLESS THE CITY OFATASCADEROAND THE DESIGN PROFESSIONAL FROM ANY AND
1/4"co hgx-socket flot-hood Cap Screw.
SLOPE I A 'Diamond Plate" ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THE P OJE
STRUCTURE BACKFILL to m*tch curb height 1/4"Diamond Plate
evrrrR Iroor steel cover 1/4" --1- EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF T14E DESIGN PROFESSIONAL.
4* L Jill NO.4 bars 12"OC.
........... thick both directions.
4' 4MAW FLOW T: C 22. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. TRAFFIC CONTROL SHALL BE IN
AND WORK AREA TRAFFIC
A4%4 40T&V Ac.�*&44sr 1/2-"x 2" borstock continuous. ACCORDANCE WITH THE CURRENT CALTRANS MANUAL' FOR TRAFFIC CONTROL �ND
, ,*- 1`4 0 4 CONTROL HANDBOOK. NO STREET CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR A
t Drill and top for screws,
NOTE:0) rYP4.. A AND C GURS rO BE Od
CLASS %8" PCLC. Weld and grind Smooth On top surface GRANTED BY THE CITY ENGINEERING DEPARTMENT.
E AND
JC"114's r-ol
A C DIKE TO BE TYPE Weld on 3" no. 3 bar$ at 24"oe., 23. CONSTRUCTION GRADE STAKES SIIALL BE SET BY A REGISTERED CIVIL ENGIN ER OR A LICENSED L
4"Agg.bolit
-j (3.) STR.IBKFL Sea. 19-3-Oro sime std..specs. with 1$1 hook SURVEYOR REGISTERED IN THE STATE OF CALIFORNIA.
e
00#MP MANNER APPROVED BY THE POSTMASTER AND THE
Curing Me*ad 4-44 4 AA-f dP,(-* bd bas4t t""40 24. ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A
r..-Mp Ole CURV wr(®r
jhe g 00rcX4^2
e4ffin _qillyd CUring 0 J Aj$* 6"*, LOCKING DEVICE DETAIL CITY COMMUNITY DEVELOPMENT DEPARTMENT.
-4 shafl be by .,rseertfon .1orMw'44' or SECT
SAW* SzW io
IOiN B-..8
now USE TION WORK OUTSIDE OF THE RIGHT-OF-WAY SHALL NOT BE PERMITTED
44ef/70d dCC s. Curing Coirpoan4
.5*7�drd spedleir-a-tion 25. ALL GRADING OR OTHER CONSTRUIC
eye-the srfa&
SION FROM THE OFF-SITE PROPERTY OWNER.
5 C 110101�F-4-e shall be il?e white P�Men�- WITHOUT WRITTEN PERMIS
..............
# WIS
couNry or SAN WIS O81SP a a cou#ry $4
N8 ,
grNSINEENINO DEPARMENr
Cou#r,,r mr $Aov wis OSISPO
C_2
7F C90,55
CURL95 CONCRE 7
%ROVAL
UTILITY COMPANY APP
PA A� & EECTRIC CQ, nA� APPROVED BY- 46l/I V44 1w 4 OW of VA CNZ/j E led
4' G
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L-L lel4til- M,4P X7' 9?'?-
0 !�i'lee6de :�4A-e ill Z4e7_4 e,6` 11-6
NO. DATE DESCRIPTION BY DESHM
SOUTtM CA r RNIA �ANX All
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,ES'A ENGINE E'R I N G
Am.
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as- :�? N elo 4.14 pl/lsla 6717 MORRO ROAD
ATASCADEROo CAUFORNIA 93422
"61, K,p
f DATE
FALCON CABLE (803) 466-"27,
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0. DATE DESCRIPTION BY DESIGNED
............ .......... ...............
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cuhk A Y"NGIN "T DRAWN
6717 MORRO ROAD
..........
.......... ............
ATASCADERO, CAUFORNIA 93422
71z*1 0 eek/60,4> e, os,5 417 JOB NO,
(805) 466-6827
A4
......... .......... SHEET
........... ........
.................... ..... .......................... ............ .......
............ JOHN FALKENSEN R.C.E. 33760 EXP. 6/30/94, 14:�
Keuffel & Esser Company PLATE 1, PLAN-PROFILE 487024 fill in U-S.A.-
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APPROVED BY:
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.......... AN
14-14yv .4 7
.......... NO. DATE
.......... BY
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DESIGNED
u u
ESr"A N ERIN G DRAWN
An 1�z4-9,a
6717 MORRO ROAD
. ............. ................ . .......
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AT SCADER CAUFORNIA 93422
JOB NO.
(805) 466-6827
........... ............ ............ ......... ------- ......... ....... ........... . ..... .............
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-Al 0 SHEET
JOHN FALXENSTIEN R.C.E. 33760 EXP. 6�3:OL94]4-4 of
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Keuffel & Esser Company PLATE 1, PLAN-PROFILE487024 MadeinU.S.A.-
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