HomeMy WebLinkAboutDWG 428-7; MS 04-04; LOKER BUSINESS CENTER; 01-05GENERAL NOTES
!. THIS PLAN SUPERSEOES All OTHER PLANS PREVIOUSLY APPROVED BY TH£ CITY OF
CARLSBAD REGARO!NG IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2 APPROVAL OF THIS PLAN OOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD
MUNICIPAL COD£, RESOLUTION OF CONDlliONAL APPROVAL, CITY STANDARDS OR OTHER
AOOITIONAL DOCUMENTS LISTED HEREON AS THFY MAY PERTAIN TO THIS PROJECT. TH£
ENGINEER IN RESPONSIBLE CHARGE SHALL REV/SF THESE PLANS WHEN NON-CONFORMANCE
IS D!SCOVERFD.
3. CITY APPROVAL Of PLANS DOES NOT RELIEVE TH£ DEVELOPER OR ENC/NEER-OF-WORK
FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS OISCOVERED DURING
CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY
ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY FNGINEIR WILL BE REQUIRED FOR ANY WORK IN THE
PUBLIC RIGHT OF WA)'. PRIOR IV PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE
FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL //VSUREO ON THE PERMITTEE's POLICY
IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABIL/1Y THE
INSURANCE COMPANY WRITING _Tl-IE POI.ICY MUST HA VE A RA 7JNG OF "A-" OR BETM~AND A
SIZE CATEGORY OF CLASS V OR_ BETTER AS ESTA/lll5HEO BY 'BEST5" KEY RA TING GUIDE.
5. NO WORK SHALL BE COMMENCED UNI/L ALL PERMITS HAVE BEEN OBTAINED FROM Tl-/£ CITY
ANO OTHER APPROPRIATE AGE:NCIES.
6. R£V/c:,70N OF I/JES£ PLAN5 MAY BE REOUIRED IF TH£ PROPOSED IMPROVEMENTS ARE NOT
CONSTRUCTED PRIOR 10 IHE DEADLINE DAlE OF TH£ IMPROVEMENT AGREEMENT.
7. NO REVISION5 WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF Tl-IE
CITY ENGINEER, NOTED W!T/-1/N THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE
PLANS AND T/TlE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY
THE CITY ENGINEER.
9. TH£ ORIGINAL DRAWING SHALL BE REV/SEO TO REFLECT AS-BUILT CONDITIONS BY Tl-/£
ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TH£ WORK BY THE CITY.
10. ACCES5 FOR fTRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED 10 THE PROJECT
SIT£ AT ALL IIMES DURING CONSTRUCIION.
11. WHERE TRENCHES ARE WIT/-1/N CITY EASEMENTS, A SOILS REPORT COMPRl5ED OF:
(A) 5UMMARY SliEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES. SHALL
Bt SUBMITTED BY A PROFESSIONAL ENGINEER OF TH£ 5TA 7t OF CALIFORNIA, PR/NC/PALLY
DOING 8USIN£5S IN THE FIELD OF APPUEO SOILS MECHANICS. THE SOILS REPORT Will BE
SUBMITTED TO Tl-/£ CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DA Y5 OF COMPLE7JON
OF FIELD TESTS THE WRITTEN HELD COMPACTION REPORT(S} 5HALL BE IMMEDIATELY
SUBMITTED TO TIIE CITY ENG/,\/EERING INSPECTOR UPON COMPLE7JON OF Tl-IE FIELD 1£5TS.
12. A PRECONSTRUCITON MEETING SHALL BE H£/.0 AT THE SITE PRIOR TO THE BEGINNING OF WORK
AND SHALL BE ATTENDED BY ALL REPR£SENTA7JVES RESPONSIBLE FOR CONS!RUC7JON
INSPECT!ON, SUPERVISION. T£Sl/NG AND ALL OTHER ASPECTS OF THE WORK THE CONTRACTOR
5HALL SCHEDULE" THE ME£17NG THROUGH THE PERMIT CLERK 438-3891) AT /EAST FIVE (5)
WORKING DAYS PRIOR TO STARTING CONSTRUCI/ON. APPROVE, DRAWINGS MUST BE AVAILABLE
PRIOR TO SCHEDULING.
73. ALL IN5A.CTION RE, V. ST5 OT/-/ER THAN FOR PRFC NSTRUCTION ME£7Z G WILL BE MADE Y
'ALLING THE EN " WC 24-f!OUR IN. -PEC7JON RE, V. T NE AT 760 43. -3891.
!NSPECI/ON REQUESTS MU5T BE RECEIVED PRIOR TO 2·00 P.M ON E DAY BEFORE THE
!NSPEC T!ON IS NEEDED. IN SPEC I/ON5 YI/LL BE MADE T!-1£ NEXT WORK DAY UNLESS YOU
REQUEST OTHERWISE. REQUES/5 MADE AFTER 2·00 P.M. WILL BE SCHEDULED FOR TWO
TWO FULL WORK OAY5 LATER.
14. TIIE OWNER AND/OR APPLICANT T/-/ROUG/-1 THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN,
CONSTRUCT AN!J MAINTAIN ALL SAFETY DEVICES. INCLUDING SHORING, AND 5HALL BE SOLELY
RESPONSIBLE FOR CONFORM/NC TO ALL LOCAl STAT£ AND FEDERAL SAFETY AND HEALTH
STANDARDS. LAWS AND REGULA 7JONS.
15. THE CONTRACTOR 5HALL CONFORM TO LABOR CODE 5EC7JON 6705 BY 5U8MlmNG A DETAIL
PLAN TO THE CITY ENGINEER ANO/OR CONCERNED ACENCY 5HOWING THE DESIGN OF Sf/OR/NG,
BRACING SLOP/NC OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECI/ON FROM THE
HAZARD OF CAVING GROUND DUR/NC THE EXCAVATION OF 5UCH TRENCH OR TRENCHES OR
DURING Tl/£ PIPE INSTALLA I/ON TIIEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES
LOKER BUSINESS
M.S. 04-04
STHEET NOTES
/. ACTUAL STRUCTURAL S£C7JON5 WILL BE DETERMINED AFTER "ii' VALUE TESTS HA VE BEEN
CONDUCTED BY A PROFESSIONAL £NC/NEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY
DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS. ON THE PREPARED BASEMENT
SOIL. THE "R" VALUE TEST5 ANO THE ENGINEERED STRUCTURAL SEC7JON MUST 8£
SUBMITTED 10 THE ENC!NE:ERING INSPECTOR FOR REVIEW ANO APPROVAL A MINIMUM OF
TWO (2) CITY WORKING DAYS BEFORE TIIE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS. UNDERGROUND CONDUIT
RUNS, SERVICE POINT5 AND HANO-HOLES SHALL BE SHOWN ON THE "AS-BUil T" PLANS.
NO DIRECT BURIAL STREET LIGHT FOUNDA 7JONS WILL BE ALLOWED. ALL LUM/NA/RES 5HALL
BE ·cur OFF" TYPE.
3. ALL UNDERGROUND UTILIT!E5 AND LATERAL5 SHALL BE INSTALLED PRIOR TO CONSTRUC7JON
OF CURBS. CROSS GUTTER5 OR SURFACING OF 5TRE£TS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D··LOAD OF
1,350. FOR PR/VA TE 510RM DRAIN PIPE5, UP TO 15" PVC MAY BE UTILIZED PROV/OED
DEPTH IS LESS Tl/AN 15 FEET AND BACKfTLLED WITH 3/4" ROCK PER SDRSO S-4 TYPE
"C" AND PIPE MEETS ASTM STANDARD 3034 FOR 5DR 35 SOLID WALL PIPE.
5. WHERE AN EXISI/Nb' PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY
FEET OF BUILDING OR 5TRE£T AREA5 AND REPLACED WITH PROP.ERL Y COMPACTED SOILS.
IN OT/-/ER AREAS THE PIPE WILL BE PLUGGED WIT/-/ CONCRETE OR REMOVl:.D AS APPROVED
BY THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF 7717.E 24, CALIFORNIA
ADMINISTRA IIVE CODE.
7. STREET TREES SHALL 8£ INSTALLED PER 5ECI/ON IV D.3 OF THE arr OF CARLSBAD
LANDSCAPE MANUAL
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK
Of T/-1/S PLAN PER 5DRS OWG MI 9.
9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE
R£-ESTABL/5f!EO, PERPETUATED, AND DOCUMENTED PER THE PROFE5S!0NAL LAND
SURVEYORS ACT.
/0. TWO (2) SETS OF SURVEY (CUT} SHEET5 SHALL BE PROVIDED TO THE CITY ENGINEER/NC
INSPECTOR.
SEWER NOTES
I. ALL SEWER MAIN AND APPURTENANCES 5f!ALL BE CONSTRUCTED IN ACCORDANCE WITH THE
CITY OF CARLSBAD ENGINEERING DESIGN STANDARDS. JUNE 2004 OR LA TE5T REVISION,
ANO THE STANDARD SPECIF/CA 7JONS FOR PUBLIC WORKS CON5TRUC7JON, LA TE5T E0/7JON
(GREIN BOOK)
2 /HE CONTRACTOR 5HALL OBTAIN AN EXCA VAT/ON PERMIT FROM THE OIV/5/0N OF INDUSTRIAL
5AF£7Y BEFORE ANY EXCA VA 770N AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE
CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNEC!lON TO Tl-/£ DIS1RICT's EX/SI/NC SYSTEM, A PERMIT SHALL BE
OBTAINED FROM THE DISTRICT. IT MU5T BE SIGNED ANO APPROVED BY THE DISTRICTS
ENGINEER AND SUPERINTENDENT
4. BEFORE CONSTRUCT!ON BEGINS IN ANY PUBLIC RIGHT-OF-WAY, A CITY RIGHT-OF-WAY
PERMIT SHALL BE REOU!REO
5. TIIE CONTRACTOR SHALL NO/lFY Tl-IE CITY OF CARLSBAD ENGINEERING INSPECI/ON 48
HOURS PRIOR TO THE BEGINNING OF CONSTRUCI/ON. (IELEPHONE NO. (760/ 438-3891).
CMWO WATER NOTES
I. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCIED IN ACCORDANCE WITH Tl-/£
CITY OF CARL58AO ENGINEERING D£5/GN STANDARDS, JUN£ 2004 OR LA TE5T REVISION
2 TH£ CONTRACTOR SHALL OBTAIN AN EXCAVA I/ON PERMIT FROM THE DIVISION OF INDUSTRIAL
SAFETY BEFORE ANY EXCAVATION ANO 5HALL PROVIDE PROOF OF OSHA NOI/FICATION ANO
SHALL ADHERE TO ALL PROV/5/0NS OF Tl-IE STA 1£ CONSTRUCTION SAFETY ORDERS.
CONSTRUCI/ON SAFETY ORDERS.
CMWQ CONSTHUCnON NOTES
/. ALL POTABLE WATER 5ERVICES SHALL BE/" ANO ALL POTABLE WATER METERS SliALL BE
5/8" (UNLE5S OTHERWISE NOTED ON PLANS}.
2. ALL WATER METER BOXES SHALL BE I 7"x30xl2" POI. YMER CONCREIE AS MANUFACTURED
BY ARMOR.CAST OR EOUAL
3. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND 5£WER SlRV/CE5 5HALL BE
10 FEET.
4. THE TOP OF WATER METER BOXE5 SHALL BE FLUSH WITH THE f1N/5HEO SURFACE GRADE.
P8QJECT LOCATION
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 1992 E 6252
APN 209-08/-01
SOURCE OF TOPOCNAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY
BY 017AY CONSULTANTS, INC. ON JUNE 19, 2003. TOPOGRAPHY SHOWN
HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
NOTE!!
£1.ECTRONIC DATA fll£S AR£ FOR REFERENCE
ONl Y AND AR£ NOT TO 8£ (JS£l) FOR HORIZONTAL
OR !ERllCAL SIJRITT CONTROL
\ \
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CITY OF 02EANSIDE
\, \ ' . \ \
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'TY OF VISTA
CENTER
0£CL4NAUON Of RESPONSIBLE CHAl{GE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS
PROJECT, Tl-IA TI HA VE EXERCISED RESPONSIBLE CHARGE OVl:.R THE
OE5/GN OF THE PROJECT AS DEFINED IN SECI/ON 6703 OF THE BU5!NESS
AND PROFESSIONS COD[, ANO THAT TIIE o.ESIGN IS CONSISTENT WIT/I
CURRENT STANDARDS.
I UNDt7?SFANO THAT TH£ CHECK OF PROJECT ORAIIINCS AND
5P£CIFICAT!ONS BY TIIE CITY OF CARLSBAD DOES NOT RELIEVE ME,
A5 ENGINEER OF WORK, OF MY RESPONSIBILITIE5 FOR PROJECT DESIGN
OVA Y CONSUL TAN TS. INC.
2110 LOKER A VENUE WEST, STE. 100
CARLSBAD, CALIFORNIA 92008-1317
(760} 931-7700 s
-;;:r::-c~ DATE. 7/~~
I/MO TIIY 0. CARROLL, JR. '
12/31/06 *
VI\. r_,,$;,'>.--
Cf,.\.l~W'.,
R.C.E. NO 55381 EXP. 12/31/06
OWNEH/SUBQIVIDEH
FRANZ LOKER, LLC
8799 BALBOA A VENUE, SUITE 270
SAN DIEGO, CALIFORNIA 92123
PHONE· {858) 268-8901
tfGAI. OESCHIPTION
LOT I OF CARLSBAD TRACT No. 14-21, IN TH£ CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, 5TA TE OF CAUFORNIA, ACCORDING TO MAP
THEREOF No. 10372. f7LE/) IN TIIE 0Ff7CE OF T/1£ COUNn RECORDER Of
SAN DIEGO COUNTY, APRIL 13, 1982.
BASIS OF 8£A8/NGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS TIIE CALIFORNIA COOR.DINA TE
SYSTEJ,f NAD83, ZONE 6, BA5ED UPON 1/-/E GRID BEARING BETWEEN PT. NO
96 AND PT. NO. 98 A5 DESCRIBED IN RECORD OF SURVEY NO. 17211,
IE N581J2'35"W
H£F£HENC£S
CD H"IOROI..OCY ANO HYOHAIILICS BY OVA Y CONS//1.TANTS. INC.
OATEO 1/2005.
STORM WA 1Eli' MANAGEJIENT Pl.AN BY 0'1:IA Y CONSl.Jl. TANTS, INC.,
0A TEO J/20f}-f,.
GEOlE:CHNICAL REPORT BY fJE(JCON, INC.
OA TEO 12/11/2003.
FIVE FEET (5; OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVAI/ON IF THE PLAN VARIES FROM THE SHORING SYSTEM 5TANOARDS
ESTABLISHED BY THE CQNSTRUC7JON SAFETr ORDERS. 1111.£ 8 CALIFORNIA ADM/N/S!RA 111/F CODE.
THE PLAN SHALL BE PREPARED BY A REGIST£R£0 ENGINEER AT THE CONTRACTORS EXPENSE. 3. BEFORE ANY CONNECTION OR 5HUT DOWN OF VALVES ON EXISTING C.M. WD. UNE5. A
PERMIT SHALL BE OBTAINED FROM TIIE C.M.W.O. OFflCE ANO MU5T BE 5/GNED AND
APPROVED BY 0l5TR!CT ENGINEER AND DISTRICT SUPERINTENDENT.
\
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-'?\"';; ,;.::
A COPY OF TIIE OSHA EXCAVAliON PERMIT MUST BE SUBM/11£0 TO THE INSPECTOR PRIOR
TO EXCA VA I/ON
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY IWRK ZONE DURING
CONSTRUCTION, OPERA 1/0NS Will CEA5E /MMEDIA TEL Y. AND Tl-IE PERMITTEE Will NOi/FY
THE CITY ENC/NEER. OPERATIONS WILL NOT RESTART UNT!L THE PERM/TT££ HAS RECEIVED
WRITTEN AUTHORITY FROM THE CITY ENC/NEER TO 00 SO
17 ALL OPERATIONS CONDUCTED ON Tl-IE Sil£ OR ADJACENT THERETO, INCLUDING WARMING UP,
REPAJ,I?, A.RR/VAL, DEPARTURE OR OPERA7JON OF TRUCKS. EART/-/MOVING EQUIPMENT,
CONSTRUCTION £0/JIPMENT ANO ANY OTHER ASSOC/A TED GRAD/NC EQUIPMENT SHALL BE LIMITED
TO THE PERIOD BETWEEN 7. 00 A.M. ANO SUN5ET EACH DAY, MONDAY T/-/RU FRIDAY ANO NO
EARTHMOVING OR GRADING OPERA 1/0NS SHALL 8£ CONDUCTED ON WEEKENDS OR HOl.!OAYS.
(A LIST OF CITY HOLIDAYS IS AVAILABLE AT TIIE £NC/NEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TD THE CITY ENC/NEER
FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING Of WORK. THE CONTRACTOR
;;JfALL BE RESPONSIBLE FOR ANY DEBRIS OR [}AMAGE OCCURR/.N(LALONG THE HAUL ROI/TE OR
ADJACENT STREETS AS A RESULT OF THE GRADING OPERA TICW.
19. NO BLAS7JNG SI/ALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLAST!NG PROGRAM.
20 THE EXISTENCE ANO LOCA 770N OF UT!L/TY STRUCTURES ANO FACILII/E5 SI/OWN ON THE
CON5TRUCI/ON PLAN5 WERE OBTAINED BY A 5EARCH OF 77/E AVAILABLE RECORDS. ATTENTION
IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER U7JLITY FAC/Lll/ES OR STRUCTURES NOT
5HOWN OR IN A LOCA I/ON DIFFERENT FROM THAT 5HOWN ON THE PLANS. THE CONTRACTOR IS
REQUIRED TO TAKE DUE PRECAUT/ONARY MEASURES TO PROTECT Tl-IE UllL!llES 5HOWN ON THE
PLANS AND ANY OTHER EXISTING FACILl!lES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR 5HALL VERIFY THE LOCA I/ON OF ALL EX/51/NG FACIL!IIES (ABOVEGROUND ANO
UNDERGROUND) WITHIN TIIE PROJECT SITE SUFl-7CIENTl Y AHEAD OF THE CONSTRUC7JON TO
PERMIT THE REVISIONS OF THE CONSTRUCTION PLAN5 IF IT IS FOUND THAT THE ACTUAL
LOCA 7JONS ARE IN CONFLICT WIT/I l/-1£ PROPOSED WORK.
22. Tl-/£ CONTRACTOR SHALL NOi/FY AFFECTED UI/LITY COMPANIES (SEI BELOVI) AT LEAST TWO
AJLL WORKING DAYS PRIOR TO STARTING CONS/RUCTION NEAR /HEIR FACIL/1/ES AND SHALL
COORDINATE WORK WITH A COMPANY REPRESENTA 17'1£.
UNOE.RCROUND SERVICE ALERT
5DG&E
5BC
ADELPHIA COMMUN/CA TIONS
CITY OF CARLSBAD (STREETS AND STORM DRAIN)
CITY OF CARLSBAD (S£14'E"R. WATER & RECLAIMED WATER)
(800) 422-4133
(800) 660-1343
(800) 892-0123
(760} 438-7741
(760) 434-2980
(760} 438-2722
4. A PRECONSTRUCTION CONFERENCE MEE/INC SHALL BE HELD A MINIMUM OF I DAYS BEFORE
CONSTRUCI/ON BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARL58AD
ENGINEER/NC INSPEC1/0N 48 HOURS PRIOR TO BEGINNING Of CONSTRUCI/ON
(TELEPHONE NO {760} 438-3891) FOR SCHEDULING.
5. NO TREES OR SIRUCTURES 5f!ALL BE ALLOWED IN THE WATER LINE EA5FMENT. ALL EXISTING
TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMtNCEMENT OF WORK -ANY
EXCEPTIONS SHALi REOUIRE WIIITTEN PERMISSION FROM THE DISTRICT ENC/NEER.
6. Tl-IE EXACT HORIZONTAL AND VER7JCAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIR£
LINE LOCAIED BETWEEN THE DETECTOR Cf/ECK VALVE AND BUILDING SHALL BE DETERMINED
BY THE CITY OF CARL5BAO FIRE MARSHAL
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CITY OF
REFERENCE PL4NS
CITY OF CARf.SlJAO IJRA/l/1NG NO.a <(()5-7, J67-J, J92-8, 218-5, 218-5A, -128-7
7. All RECLAIMED WATER MAIN5 AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE CITY Of CARLSBAD £NG/NEERING DESIGN STANDARDS. JUNE 2004 OR LA TEST
REVISION.
8 ALL BURIED COPPER PIP/NC ANO APPURTENANCES SHALL BE PROTECTED BY MEAN5 Of
CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOIL5 TEST REPORT AND
DEMON5TRATE5 .7/fAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT
ENC/NEER WILL CONSIO£R AN AL TERNA Ttvt:.· FORM OF PROTEC7JON.
VICINITY MAP
NO SCALE
Rl'/ISEI> MARCH 2005
c~~;;?,s
DESIGNED BY: A.B. DATE: NOVEM~ 2004
DRAWN BY: T.G •• G.M. SCALE: "5 SHOWN
PROJECT MGR.: T.O.C. JOB NO.: 03-1071
2710 Lo-ker Avenue West.
Suite 100
C<irlsbod, Colifornio 92008
760-931-7700
Fox: 760-931-8680
www .oduyconsultonts.com
CITY OF CARLSBAD FIRE DEPARTMENT "AS BUILT"
REQUIREMENTS
NO. OF F.H.(s)/4r.FLOW2$c0 G.P.M. OUT OF _Lr.H.(S). ~ ~
BLDG. RINKLED •~/NO •.• F.FLOW~G.P.M. "'"~' 1_ 4,_,/4g --1.:, ........., , RGE"""'-""'2L EXP.}#_::..,_ DATE
Civil Engineering ENGINEER OF WORK: Pkmning
Processing
Surveyirrg ~~ c .. ti DATE: 7/zz/C(i"'
TIMOlliY 0. CARROLL JR. RCE: ,-55381
BENCHMARK:
DESCRIPTION: 2• AL/JMINl/!,f DISC STAJIPEl) CPS CONTROi.
LOCATION:
PT. 2002
IN SIOEWAJ.K NONlH Sil)£ OF PALO!tfAR
AIRPORT ROA[}, JOO fEET /ff."ST OF
IIEl.ROSE OR!'IE
~ llt.K Ul:>I :1
~ ~~l '.l~lo< ,~E-RT.WOJaKR.C.E . ..3369trC,t'fO'/DA
~ DEPUTY CITY ENGINEER EXP. . ,_. _ 1 _
. . .
...
11!01To5 --(C.-/1\ RCV!S£ WATER & ADO IRRIG SVC. 5H1$ ?.i<
RECORD FROM: R.as. Na 17211 (PT. NO. 11)
ElEVATION: #f..00 N.S.l. DATUM: NGl-1) /!J.29
DATE INl11AL
ENGINEER OF WORK
\031071\~tj/lAIQl,d·~~ »\!I 22, 2.00~, ·c·,~foeo
x,·<''s: 0;;7· r,, OJ'i1VIC.: '.}37· "'"
REVISION DESCRIPTION
WQHK TQ BE IJQNf
THE" IMPROVEMENT WORK Sf/ALL BE PE"RFORMEO IN ACCORDANCE WITH THE FOLLOWING DOCUMENT.>, CURRENT
AT THE TIME OF CONSTRUCT/ON. AS DIRECTED BY THE CITY ENGINEE:R.
I. CARLSBAD MUNICIPAL CODE
2 CITY OF CARLSBAD STANDARDS
3 THIS SET OF PLANS
4. RESOLU7JON NOs. 5801, 5802, ANO 5803, DATED DECEMBER 15, 2004
5. THE STANDARD SPECIFICAI/ONS FOR PUBLIC WORKS CONSTRUCI/ON (GREEN BOOK)
6. SOILS REPORTS ANO RECOMMENDA IIONS BY GEOCON. /NCORPORA TEO DATED
DECEMBER I 7, 2003.
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CAHLSBAD
STANDARDS.
8. CARLSBAD M. W.D. RULES &: REGULA T/ONS FOR CONSTRUCI/ON OF PO TABLE, RECLAIMED AND 5EWER
SYSTEMS LA /EST REV/5/0N OF STANDARDS AND SPECIF/CA 1/0NS.
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED OECEMBER 15, 2004, RESOLUTION NO. 580/.
10. STORM WATER MANAGEMENT PLAN (SWMP) FOR MS 04-04 PREPARED BY O'DA Y CONSUL TAN.TS, INC.
.,.
DA /ED MARCH 4, 2004
l.£GD{IJ
DESCRIPTION DWG. NO. SYMBOL
8" P V.C. SEWER •••••••••••.•.••.•.••••••••.•.•. C.M.W.0. S-5. ••.•.••.•••••• S----
6" SEWER LATERAL •••••••••••••••••••••••••••••• C.M.W.O. S-1 ••••••••••••••. ------(s
SEWER ACCESS HOLE ••••••••••••••..•••••••••••• C.M.W.O. 5-I ••••••••••••••• -S O>---
QUANTITY
J82 LF
J £A
2 £A
PH:' LINED SEWER ACCESS HOLE ••••••••••••.•.•• C.M.W.0. S-/A •••••..••••.•• -~ J £A
INSTALL PVC LINER IN EXIST. ACCESSHOLE. •••••.• C.M.W.O. S-IA •••••••••••••• ----5-_,:.,---I £A
6" P.V.C. WA/ER LINE ••••••••••••••••••••••••••••••••••••••••••••••••••••••• --w--~ lF
8" P.VC. WATER UN£ •.•••••••••••••••••..••••••••••••••••.••••••••••••••••• --W--!HO lF
8" CATE V,4LVE ASSEMBLY (POTABLE) ••••••••.•••• C.M.W.D. W-16 •••••••••••••• --<!>-W--6 £A
2" BLOW OFF l?UVE ASSEMBLY (POIABLE) ••••••.• C.M.W.D. W-6 .••••.••••••••• ---w--
2" MANUAL AIR RtIEASE {M.A.R.) (POTABL£) ••••.• C.M.W.O. W-6 ••••••••..••..• ----
2" AIR VACUUM VALVE (POTABLE) .•.••••••••••••• CMWD W-7. •••••••••••••••• ,._.....
f1Rt: HYDRANT ASSEMBLY {3-WAY,/ .•.•••••••••••• C.M.W.D. W--12 •••.••••..•••• __ J _
2" WA/ER SERVICE ••••••••••••••••.•••••••••••.• CM.WO. W-4............... ---@
DETECTOR CHECK v.4LVE ..•••••••••.•••..•.•••••• C.M.W.D. W-22 ••••••••••.•• -0-0-
2" /RR/CATION SERVICE •••••••••••••••••••••••••••.•••••••••••••••••••••••••• ------(Dr
T/-/RUST BLOCK •••.•.•••••••••••••••••••••••••••• CMWD W-15 &: 19 ••••••••••
' AS MODIFIED BY CITY OF CARLSBAD STANDARDS FOR PUBLIC IMPROVEMENTS
I SH,ET I CITY OF CARISBAD .. --·--ENGINEERING DEPARTMENT
IIIPHOVEll£NT PUN FOK:
lOKOI BIJSINESS CENTCR
5 FA
2 FA
2 FA
4 FA
J FA
J EA
I EA
8 EA
I SH5TS I
11.S. 04----04
Am\jJ\J\ ~ , f LLem a. HU!lBS , tJ~
rJ ~EER P~ EXPIRES~--:-DAT , . " A./'n:._ DWN BY PROJECT NO. DRAWING NO. DATE INl11AL 0/(TE INITIAL CHKD BY: GYP
OlHER APPROVAL CITY APPROVAL RVWD BY: M.S. 04-04 428-7
....
i I
\
l l
0
:E
G)
NOT£!!
ELEClRONIC OATA RLES AR£ FOR
RUERENCE ONLY ANO AR£ NOT
TO 8E l/SEO FOR HORIZONTAL
OR '.fl?llCAL Sl/Rl£Y CONTROL
l
QFESS
,.,
"' -i s
. 12/31/00 *
C/Vl\.~'<-
Of' CAL\~
o· FM 25'
50'
100'
SCALE: 1 • = 50'
KEY tfCEND
SEWER-•• • • ••••••••• • --4--
ACCESS CIEANOIJT. • • • • • • • O
WA/FR •••••••••••••••• -W -
SEWER (EX!Sr}. • • • • • • • • • ----S',._
WATER (EXIST.}. • • • • • • • • • W
GAit W4l/lcS. ••••••••••• -
f!RE HYDRANT ••••••••••• ..
STORM DRAIN (PVr} ••••••• -SO-
STREET SICN
KEY MAP
SCAt.£: 1 • = 50' SHEET INDEX
SHEET NO.
I
2
3,4
5
0£SCRIPTION
TITLE SHEET
KEY MAP, STREET SECTIONS & 0£TAILS, NOTES
WATER PLAN
SEWER PLAN
r-----:::;----------r--------.!!!RE\IISED::!!:!!!:!!...!IIARCH!!!?~2005~------------------" AS-BUILT " 0 ~~ DESIGNED BY: __,r,.,..,B,'---DATE: NOVEMBER 2004
BENCHMARK:
-;j. . ~ 'f-,I <.,./ Q"l' / ~ DRAWN BY: T.G., G.M. SCALE: />S SHOWN ...--c~ / /
PROJECT MGR.· T.O.C. JOB NO.: 03-1071 · --'t
C O N S U~T N TS t------------~ P.E. S~f!) EXP. 1::i./?Jt/o& DATE
2710 Loker Ave-nue-West Civil Engineering
Suite 100 Plcnning
Carisbad, California 92008 Proc~ssing
760-931 -7700 Surveying
Fe)(; 760-931-8680
www.odayconsulkints.com
ENGINEER OF WORK:
-:;;;-DATE: 7
llMOTI-IY 0. CARR0U. JR. RCE: 55381
DESCRIPTION: 2• ALUMfNIJJ( 0/SC STANPEJJ CPS CONTROl
PT. 2002
LOCATION: IN SHJE:rlAlf( NOR!H S/0£ OF PALOt.fAR
AIRPORT li'OAO, .JOtJ FEET WEST OF
MEI.ROS£ ORI'/£:
RECORD FROM: R.aS. NO. 17271 {PT. NO. 71)
ELEVATION: #4.00 JI.S.L DATUM: NGVO 1929
126'
92'
44' g' g' 44'
5.5
I I I
2% -
11~-o.5' (TYP.} - -
TYP£ "c" CURB
& CUTTER
A.C. PAVEMENT AND BASE
EXISUNG PALOMAR AIRPORT ROAD -euauc
{CITY OF CARLSBAD)
NO SCALE
72' ROW
,o· ' 26' 26' JO'
5.5' {
I
2% -d!L --
EXISTING LOKER AVENUE WEST -PUBUC
{CITY OF CARLSBAD)
NO SCltJ.E
TYPICAL SECTIONS
NOSCl.l.l
10'
5.5'
r-----t--+-----------l--..+-----1---'--__J ~ CITY OF CARLSBAD j SHE5ETS I L1_j ENGINEERING DEPARn.tENT
ll,IPfH}'ID/£NT PUN FON:
LOKCH BIISINESS C£NT£R
11.S. 04-04
t---t-----'f---------------1----+--1----L--.J J\J\ LLO'ro B. HUBBS 'J•1•ll'a AP~VE t.,
/1\ ' "'IT NGNEf:R p~ EXPIRES •.... 15 DA TE
DA 'IE INITIAL DA 'IE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION 01H£R APPROVAL
;\~•YC·71'.C.':i71,\i(l),d,rJ .IHI;,:,_ F,o;, 1 3L~rn
,,•h :•.~7l~.Gl':£1: 05714!.JP.P; 0371711!1 -'1i'1ll'01: lf'_J.'liay:!.; i!'Sh:101: 037'AIJTL; ::3/1,\!; 1)3/i,\1'; O..\i1AIL:': 0.5/1A'j· /
DA'IE INITIAL
CITY APPROVAL
DWN BY:
CHKD BY 61/P
RVWD BY:
PRCJECT NO. DRAWING NO.
M.S. 04-04 428-1
)
'
N
g_ .i::.
(J'I I\)
00
I ......
NOT£!!
ELECTRONIC DATA RLES ARE FOR
REFERENCE CWL Y ANO ARE NOT
TO BE USED FOR HORIZCWTAL
OR VERTlCAL SURVEY fXWTRa.
10
271 0 Loker Avenue West
Suite 100
Carlsbad, California 92008
760-931-7700
fQ)[: 760-931-6680
www.odoyconsultonts.com
)
l
Civil Engineering
Planning
Processing
Surveying
-
~
SCALE: ,. = "1'
REv1SED MARCH 2005
DESIGNED BY: _,A,,...B,_, __ DATE: NOVEMBER 2004 "AS-BUILT "
DRAWN BY: T.G •• G.M. SCALE: 1 • = 40' ~ ~~
PROJECT MGR.· T.0.C. JOB NO.: 03-1071 /
1---------------1 P.E..55~8/ EXPl(08
ENGINEER OF WORK: I EWED BY: ~~~-~~~~2'._/_l:M~JE:~c,~,~~~~ (}L)
T1M01HY 0. CijlRQL.l.. JR. RCE: 55381 ECTOR
~
BENCHMARK:
DESCRIPTION: 2• AL/JMIN/JM £¥SC STAlrlP£D GPS CO(T1/a
PT. 2002
LOCATION: IN S/0£/fALK Na?lH SIOE CT PALl:MAR
A/Rf'a?T Rll4a .JOO FEET /EST CT
lrl£1.ROS£ OR/';!:
RECORD FROM: R.aS. NO. 17211 {PT. NO. 11)
ELEVATION: #1.00 M.S.l DATUM : NG',!J 1929
.. ~~
~ ~~--
~
~
-
16
WATER DATA (LIN£ ~/
o· 10· 40' 11 NO DELTA/BEARING RADIUS LENGTH REMARKS
5 20 80'
SCALE: 1· = ~·
CAIJTlON !!
CCWTRACTOR TO ',CR/FY THE EXACT
UJCA TlCW OF EXISTlNG UTlUTlES IN THE
REJ.O PRIOR TO fXWSTRUCTlCW!
I
2
3
'
N 02'37'33' W
N 25'01'33" W
N 02'31'33' W
~'2 ''7 " r
/31.43'
39.26'
66.05'
......... 4 ,,.,
a• PYC ~ Cl 200
• •
• • -•
N 02'31'29 ' W 201.43' 6' PYC ~ Cl 200 .._ .. ~ . . ,
WATER NOTE:
NO CUTllNG OF ASBESTOS CEAIENT PIPE (ACP} IS
PERJ.IITTED. CCWTRACTOR SHALl REl,/OVE ACP TO
NEAREST COUPUNG .t INSTALl ACP X Pl,C ADAPTERS
.t THE NECESSARY Pl-C SIZE .t a.ASS PIPE TO
CCWNECT.
[ FOR CRAOING SE£ 0/IC. No. 428-7A )
7
I SHJEET I CITY OF CARLSBAD I SHE5ETS I l----+--+---------------1----+----l---+----l ENGINEERING DEPARTMENT
l----+--+---------------1----+----l---+----l
WATER !'WI FOli:
lOKEH BUSINESS C£NT£R
M.S. (H-(H
A~POVEO \ ~ r-,. \\,,J\,-1\J\ / llOYD B. HUBBS 't-J-0.>
r.,:;i@~~~i:a~~R_~~~=======~t :::t :::j¢1!,~i;~~r,fnc~1~~N~G::ifl~E~ER~~P~E~ EXPIRES Ua DATE j£110D/Ai_£5 INT,ICllAL I)\ REVISE WATER ·~:.,-~lllAL DWN BY: ---~PROJECT N~ • DRAWING NO.
,c 1-=D:..cAlc:c=._.L.::.::INlc..:llAcc::L:....i-.::.:..:.cv~,=--"u"':.::..:::.=....i CHKD BY: GVP l~s. n,1 n,1
OTHER APPROVAL CITY APPROVAL RVWD BY: M. • v-,--v-,-ENGINEER Of' WORK REVISION DESCRIPTION 428-7
l:\031071\0371..,103.d-..g Ju 22. 20051048am
~refs: 0371AI: 03717Ull; 0371TP01; 0}71ogrd: 0}71 ... lJTL, TP _00ay2, 0371APll0: 0371A~AP
\
\
040811
060707
C
== (,J (i)
2. ~
0, I\)
00
I
""'J
-l I,. I
NOTE!!
ELECTRONIC DA TA RLES ARE FOR
REFERENCE rJVL Y AND ARE NOT
TlJ 8E USED FIR HOR/ZrJVTAL
tR '.ERllCAL SIJR',fY Ca-lTRa.
10
rfESSt
" "' --ffl ~ ~
12/31/01 *
r:, V I'-_,, ~ '<-
0,,-CALI~.:;,
11
2710 Loker Avenue Wes1
Suite 100
Carlsbad, California 92008
760-931-7700
Fax: 760-931-8680
www .odoyconsultonts.com
12 13 10
~
I
J5' 1 J5' EXIST. SEWEii
2J·t
I .... I t-=-1~'1r,y~-£X/ST. . ACP WA r,
'
o· 10· 40'
5· 20· 80'
10+00.00 IYATE/1 UN£ l:''
15+06.62 IYATE/1 UN£ A
l
~~ ~,,, W=~W,,.~ , I-\; jl~
H------4~-I 1 1 11\ ~ /N-rt \
PLAN -WATER LIN£ 'C 1
SCALE: f • = ,I()'
SCALE: 1" = 40'
Civil Engineering
Planning
Processing
Surveying
"AS-BUILT " DESIGNED BY: ...cA....,B~, __ DATE: NOVEMBER 2004
RE.VISED MARCH 2005
DRAWN BY: T.G., G.M. SCALE: 1" = 40' ~ ~ >,lo✓
PROJECT MGR.· T.O.C. JOB NO.: 03-1071 _ I / ~
1----------------1 P.E.55"38( EXP t~?>r(oB DATE
ENGINEER OF WORK: LA".<"IEWE D BY:
TIMOTHY 0. CARROll, JR.
BENCHMARK:
DESCRIPTION: 2" AL/Jl,f/NIJl,I OISC STMIP£D GPS IXNTR<X.
PT. 2fXJ2
LOCATION: IN SI/J£WAL.I( IKRTH SllJ£ fF PALfNAR
AIRP(RT ROAD, JOO FEET IIEST fF
M£l/?OSEOR/'rf
RECORD FROM: R.QS. NO. 11271 (PT. NQ 71)
ELEVATION: -1#.()() M.S.L DATUM: NG',f) 1929
O' 10' 40' ----5 20
SCALE: 1 • = 40'
{',AllT/ON !!
Ca-lTRACTlJR TlJ '.£RIFY THE EXACT
LOCA TlrJV OF EX/SllNG UllUllES IN THE
RE11J PRIIR TO Ca-lSTRIJCllrJV!
' rlOG/or. TC 11\ ADD IRRIG. S VC. REVISE DWY. I I I -.. ,-,
DATE INITIAL DATE INITIAL DIITE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL
0J1071\0J71AI0-4.d"g Jul 22. 2005 10:51rni,
(refs: OJ71AI: OJ7'7Vll: OJ71TP01: OJ71APRO: OJ71ogrd. OJ71AUTL: OJ71AMAP: OJ71ASTR
WATER DA TA {LINE 'B'}
DELTA BEARING RADIUS LENGTH REMARKS
N 00'54 '52" W 238.40' 6" PVC ~ Cl 200
WATER DA TA {LINE 'c'}
DELTA BEARING RADIUS LENGTH REMARKS
N 85'02'03" £ 76.56' 8 " PVC ~ Cl 200
WAID? NOTE.·
NO cumNG OF ASBESTOS CEJ.IENT PIPE {ACP) IS
PERl,,IITTED. Ca-lTRACTlJR SHALL REA/O',f ACP TlJ
NEAREST COUPLING .t INSTALL ACP X Pi.t' ADAP'TERS
.t THE NECESSARY Pi.t' SIZE .t a.ASS PIPE TlJ
Ca-lNECT.
[ FOR GRADING SEE O#G No. 428-7A )
1 s,ET I CITY OF CARLSBAD I SHSTS I
ENGINEERING DEPARTMENT
WATE'H l'W( FON:
lOKEH 8IJSIN£SS CENTEH
M.S. ()1-(H
APPRq':\o UJ\J\ llOYD B. HUBBS q.,.o S"
CITY 'AlGINEER P~ EXPIRES .l-2-31=~ DA TE
DWN BY: 1--'ROJECT NO. DRAWING NO.
CHKD BY: C:SvP
RVWD BY: M.S. 04-04 428-7
060707
020306
.i::.
0, I\,)
00
I .......
NOTE!!
B.EC'/Rav/C OA TA RLES ARE FCR
REFERENCE a-IL r ANO ARE NOT
TO BE fJSED FOR HOR/Za-lTAL
CR IERTICAL SURVEY fOITRtX.
9 • I 11 12
'k
EXIST. SEWER £AS£Al£NT PER AIAP IOJ72 -~ f3 IJ+72.09 ~CONNECT TO 14
EXIST. A.H. No. 0, UN£ EXIST.
~~LINER PER,/ITY STOS.
-. _;;;:yC_---~
\ -
I l N
J, \ J)
~
~~
~ I
SCALE: 1. = ,I()'
-EXIST. 15" SEWER --
R7JWC. 218-5
' ' 'So,
-
~
81.1}(;. jf I
Ff: JM.5
PA0=37P.q7
' . "--._
r-------:::-----------,---------!!!REVISED~!i.._!!IIARCH~L2005~,-----------------, " AS-BUILT " 0 / , A DESIGNED BY: --"A...,B.__. --DATE: NOVEMBER zoo+ ff+] DRAWN BY: T.G •• G.M. SCALE: 1" = 40' ~~ '+.,!/4? 7'_ PROJECT MGR.· T.O.C. JOB NO.: 03-1071 7 ~
C O N S U L T N T S i----------------1 P.E.~~81 EXP. fY3lfo8 DATE
2710 Loker Avenue West
Suite 100
Corlsbod, California 92008
760-931-noo
FOK: 760-931-8680
www .odoyconsultonts.com
Civil Engineering
Planning
Processing
Surveying
ENGINEER OF WORK:
TIMOTHY 0. CARROL!. JR.
(
RCE: 55381
o,(j.,__J.,_on
DATE
9
o· 10· 40' -----5 20 BO'
SCALE: 1 " = 40'
BENCHMARK:
DESCRIPTION: 2" Al.Vl,f/N/11,/ 0/SC STAMPB) GPS CONTRa.
LOCATION:
PT. 2002
IN Sl0£WALI( NORTH S/0£ (T PAla.tAR
AINPCWT Ra4D, .JOO FEET #EST (T
ll£J.ROSE OR/VE
RECORD FROM: R.0.S. NO. 17211 {PT. NO. 11)
ELEVATION: #1.00 AI.S.L DATUM: NG'l!J 1929
10 ff
\
\
I y EXISTING SEWER
~ \
\ PROPOSED CHANNEL \ .
I . \\ y---£XISTING A.H.
PROPOSEO SEWER>., ~-~~ EXISTING CHANNEL
_,,,,,✓' EXISTING SEWER/\
/ TO REAIAIN ~
DETAIL -SEWER A,H. MODIFICATION
NO ro SCALE
12
I
2
3
-I
5
SEWER DA TA (LIN£ ~ ')
DELTA BEARING RADIUS LENGTH
N 0-1"57'57" W
N 87'22'27" £
N 87'22'27" £
S 83'04'o2" E
118.16'
153. 1-1'
67.13'
26.17'
REMARKS
6" PVC SEW£R
6" PVC SEW£R
8" PVC SEW£R
8" PVC 5£WER
SEWER DA TA {LIN£ 'B')
DELTA BEARING RADIUS LENGTH REMARKS
N 00'54'52" W 210.03' 6" PVC SEWER
[
CAIJTION !!
CONTRACTa? TO VERIFY THE EXACT
LOCA Tia-I tF EXISTING fJTIUTIES IN THE
REf.JJ PRICR TO CONSTRtJCT/a-1!
FCR GIJAOING SEE 0/IG. No. -128-7A )
r-------1~--t--------------1f----+---l---l-----l fsH¥i7 CITY OF CARLSBAD I SHE5ETS I ~ ENGINEERING DEPARTMENT
1
DA 1E INITIAL DA 1E INITIAL DA 1E INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
I. \037071 \0377Al05.awg -'JI 22. 2C05 JO: 53am
Xrell!c 0371AI: OJT7Url; o::mwo1: O.Plogrd: 0371AU1, 031\APRO: {)J/1,',MA'
S£WEH PW( FON:
L0K£H BUSINESS CENTEH
DWN BY: __ _
CHKD BY: GIIF'
RVWD BY:
EXPIRES
PROJECT NO.
M.S. 04-04
AI.S. (J,1.-(),f.
'1-7-oS
DATE
DRAWING NO.
428-7
C
:E
c,, (i)
9. .a:::.
c,, "->
00
I
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