HomeMy WebLinkAbout1985 r
2" BRASS DISK STAMPED "SR-N: ^'
STREET , IMPROVEMENT PLAN N.W.. CORNER OF ALTA LOMA UI7iVI kI'f, if; ltIrR �II
46 FT. N. OF BCR, 3.5 FT W. OF CF i» r�.w. c nr r F iz
OF CATCH BASIN.
PREPARED FOR :
SOUTHWEST CORNER ALTA LOMA DRIVE 8c HAVEN AVE .
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF HIGHLAND AVE
RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC -
WORKS CONSTRUCTION-CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR
WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND I -_ ROUTE 30 =
SPECIFICATIONS. �� Z...__. -
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, ----- � ��_-----_---------_._ _...�----.--- ---...
WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE
PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT AREAS WHERE -
IMPROVEMENT WORK IS DONE SHALL BE REMOVED, RELOCATED OR PROTECTED �- _ -
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IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. ;�. ' . - . ° � {%" -� NTS
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I ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF
WITH THE SITE AND SHALL BE SOLEY RESPONSIBLE FOR ANY DAMAGE TO
EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,
WHETHER OR NOT SUCH FACILITIES ARE SHOWN THESE PLANS. IOp 0]�tER
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING j� " PANORAMA DEVELOPMENT CO.
DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO 2005 WINSTON COURT
EASEMENT OR RIGHT-OF-AWAY. ^Y -
� _...._..._..- _.._... NDS 91784
�, r AM.: MR. WESLEY FIFTELD
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING
STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS
WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT w �' ;'. - 'r NOTICE TO CON CTOIR
INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY THE CITY OF ENGINEER �i -T ry [ ��,r' CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL
AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. %= / '� DISCREPANCES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS,
r
MAINS OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING.
- -r NOTIFICATIONS
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACK FILL, COMPACTING l: ��� - F -A= - _ - ( e yY' NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES A
.:.
ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO .4 !�- £* _ -- MINIMUM OF TWO(2) WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION.
TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE --------------
COST
COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
c _ VERIZON TELEPHONE 1-800-483-3000
PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/ OR SURFACING. _/ _ - = _ � ", - Y z ,
t.�.;? N
I SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2000
& AT THE COMPLETION OF PAVING, A MATERIAL'S REPORT SHALL BE SUBMITTED TO CUCAMONGA COUNTY WATER DISTRICT (909)-987-2591
THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO -
._.... - - SOUTHERN CALIFORNIA EDISON COMPANY (909)-943-8291
VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. � _-„--�.�-_------`"" -
__ UNDERGROUND DIG ALERT 1-800-227-2600
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE - CONTACT ANY OTHER CONFLICTING UTILITIES CURRENTLY NOT USING U.S.A.
SUBMITTED TO THE CITY ENGINEER. LISTING ALL TEST OR DETERMINATIONS
COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND EQUIVALENT
OF AGGREGATE BASE
10. PAVING SHALL � PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS
NOTE TO INSPECTOR: RWSMG U =!rjRQ SZ'RUCT�JRE
TAKEN TO DETERMINE STRUCTURAL SECTIONS TO FINAL PLAN APPROVAL �DEXp ON-SITE CONNECTION TO PUBLIC STORM DRAIN PER REVISION THE EXISTING AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, STRUCTURES OR CONDUITS
SCALE: 1 =40 SHEET D-17 OF CALTRANS CONTRACT NO. 08-443324. SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OFA BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS
ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS PLANS. IT SHALL BE OF THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF THE
WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE
FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE UTILITIES OR STRUCTURES CONCERNED BEFORE STAKING WORK. CONTRACTOR FURTHER ASSUMES
MATERIAL $yr � ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS.
12. IF THE ASPHALT CONCRETE IS TO BE PUCE ON SUB-GRADE, A SOILD STERILANT Qjj,, 1 IES:
REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE �tyCUCT10N NOTES'
UNIFORMILY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL 1 CONSTRUCT DRIVE APPROACH do SIDEWALK PER CITYS STD. PUN NO. 101 1,887 S.F.
PAVEMENT WIDTH PRIOR TO PAVING. 2 CUT do REMOVE EXIST. CURB do GUTTER 144 LF. CITY OF RAN00 CUCMQNGA NOTES
13 ESTIMATE OF QUANTITIES IS TO PROVIDED BY THE ENGINEER ONLY FOR THE 3 CONSTRUCT SIDEWALK PER CITYS STD. PLAN NO. 101 do 103 3,148 S.F. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED
CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS WON 4 STREET LIGHT - PROTECT IN PLACE 3 EA. WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST
DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO
ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE 5 RE-ADJUST EXIST. TELEPHONE MANHOLE TO GRADE 1 EA. BEGINNING OF CONSTRUCTION. PHONE (909)
ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER 6 STREET TREES TO BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1. 16 EA.
ITEMS OF WORK. 7 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY'S STD. PUN NO. 107-B 1 EA. 2. IT SHALL BE THE RESPONSIBUTY OF THE DEVELOPER OR CONTRACTOR TO APPLY
TO THE CITY OF RANCHO CUCAMONGA FOR AN ENCROACHMENT PERMIT FOR ALL
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 8 REMOVE EXISTING PAINT STRIPING 420 LF. WORK ON EXISTING CITY MAINTAINED ROADS, AND UTILITY WORK WITHIN OFFERS OF
402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 9 PAINT W SOLID WHITE CHANNELIZING UNE PER CITYS STD. PLAN NO. 133 150 LF. DEDICATION FOR PUBLIC USE.
10 PAINT DOUBLE YELLOW TRAFFIC UNE PER CITYS STD. PUN NO. 133 365 LF.
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 11 PAINT PAVEMENT MARKING ARROW PER 1999 CALTRANS STD. NO. A24A, TYPE IV (L). 2 EA.
RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 1 INSTALL "RIGHT TURN ONLY" TRAFFIC SIGN PER CALTRANS STD. NO. R41. 1 EA.
DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE 13 INSTALL 'NO PARKING" TRAFFIC SIGN PER CALTRANS STD. NO. R26. 5 EA. CONSMCTION NOTES FOR .SET. s:
PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 14 INSTALL `TRAFFIC SIGNAL` WARNING SIGN PER CALTRANS STD. NO. W41 1 EA. 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE NTH CITY STANDARD PLANS.
16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, 15 INSTALL STREET LIGHT W/8' MAST ARM, 16,000 LUMEN HPSV BY SCE, PAID FOR AND 1 EA. 2. PRIOR TO THE COMMENCEMENT OF ANY PUNTING, AN AGRONOMIC SOILS REPORT SHALL BE
ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON COORDINATED BY DEVELOPER. FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCES
REQUEST OF THE INSPECTOR. 16 CONSTRUCT ACCESS RAMP PER DETAIL HEREON 1 EA. MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INFECTOR,
17. CONTACT UNDERGROUND ALERT 1-800-227-2600 AND THE FOLLOWING UTILITY 1 PAINT PAVEMENT MARKING "SIGNAL AHEAD" PER 1999 CALTRANS STD. NO. A24D 1 EA. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING
COMPANIES AS REQUIRED, TWO (2) WORKING DAYS PRIOR TO EXCAVATION. nj I FrL�TE E�!?Srlmc, orxreT L1ENT I EA. DIVISION.
4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PUNS ONLY.
v.
1489.98TC .r.`'l -
1489.48FS ;; , _ -� 0•(F STREET NAME BOTANICAL NAME COMMON NAME MIN. GROW SPACE SPACING SIZE QUANTITY
MATCH EXIST. `' a~ 1490.40FS LAGERSTROEMIA CRAPE MYRTLE 24"
�1489.35FL±)
490.00TCt , BEC�N TRANSITION INDICA CATAWBA PURPLE 3 20 O.C. BOX16 FA.
9S �� ALTA LOMA DR.�.Ll `".- ' -
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY A,
CH EXIST.
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. 1489.90TCt
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT IS REQUIREMENT SHALL 1489.25FLf)
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE - " ,V125 i' GROOVING
CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS �. �� �r °� DETAIL PER STD. N0. 102
tt i
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE /►/ 1489 96TC C%F
o OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE 1489.46FS 1490.46FS
OF THE OWNER OR THE ENGINEER. BEGIN TRANSITION
CI 0 RANCHO CUCAMONGA
m THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN
1490.047C
�' ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF ALL AVAIABLE RECORDS. R+W 1489.54FS PLAN AND PROFILE
THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT ALTA L CJ M A DRIVE
THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES SHOWN OR NOT SHOWN ' ' SS' MP DE�I'AIL�
-. ON THESE PUNS. AND IS RESPONSIBLE FOR THE PROTECTION OF , AND ANY DAMAGE TO NO SCALE FROM REVERE AVE. TO HAVEN AVE
THESE LINES OR STRUCTURES.
DRC 2002-00018, ROW 2004-01003
SEAL- OF APPROVED BY //� �� / / /�' DATE
P Q1, I Designed By Drawn By Checked By CITY ENGDI T INEER / '� !�� /G%�/
SCALE � � p� yFq �F` SDH OMDESIGN CORP. SDH r �- R.C.E. ren �_zI?E39
DIAL TOLL FREE ( ti DESIGN TEMECULA ENGINEL-RiNG CONSULTAN INC. REc,(A ►M 1.)' r '
CIO Horizontalcoo Z ort repored Under Supervision Of SDH E.
� 1-800-227-2600 ( �'®�Ta1��� �T(�� � No. 43982 rZ�",., ` 29377 RANCHO CALIFORNIA RD., STE. 202
N/A * Exp. 6/30/05 * 2 o DRAWN TEMECULA, CALIFORNIA 92591 SHEF 7
Dote: TEL 909-676-1018
cc6 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING v AT LEAST TWO DAYS LAND PLANNING, CML ENGINEERING, CONSTRUCTION CONSULTANTS Vertical •p DMDESIGNCORP 1� qr'3
THE ACCURACY AND ACCEPTABILITY Of' THE DESIGN HEREON. IN THE EVENT BEFORE YOU DIG 29377 RANCHO CALIFORNIA RD., SUITE 202 TEMECULA, CA 92591 ��
N 7WOF PRVATENCIES ENGNVEER�SHALL BERESPONSIBLEVFOR DETERNININOR DURING GAN UCT70N, TELEPHONE 951-676-1018 * FACSIMILE 951-676-2294 * 9 C/VA���� R. No. 43982 Ex ires 06-30-05 CHECKED STANLEY D. HEATON, R.C.E. NO. 43982 DI<Aw'rd(. t)(j.
CDLl
UNDERGROUND
ACCEPTABLE SOLUTION AND REVISING THE PLANS rOR APPROVAL BY THE CITY. N/A O� P DESCRIPTION OF REVISION DATE cl SDH DATE, 10/29/03 FILE NO.:02.608.01 1985
CD UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CAS- APPROVED _
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HDR. 1"=40' _-
10+00 11+00 1 2+oo 13+00 14+00 "�_ ''=4' 15+00 16+00 17+00 18+00 19+00 20+00
R/W C/�
R/N STA. 16+38.69 STA. 17+27.44
END DWY APPROACH BEGIN DWY. APPROACH MATCH EXIST.
MATCH EXIST.
IL 1508.80±TC 1511.43±TC
22' STA. 15+64.62 1508.13±FL 1510.76±FL STA. 17+97.91
I BEGIN DWY. APPROACH
END DWY APPROACH STA, 19+24.22
:• :'if i.� EX. CURB & GUTTER i '� ',
�• :. ; I MATCH EXIST. _ _- MATCH EXIST.
3 1506.04±TC ._- -- - END CONSTRUCTION SIDEWALK
EX. PAVEMENT 1505.37±FL r - -_. ---- --- MATCH EXIST.
/ -- 1±
_.___ 19+53.07 EC
�'� _ ., 1513.69±TC
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STA. 15+35.09 CL PRC '--�` .` 1• 1 L-7 74
STA. 10+00.00 Q ALTA LOMA DR 4 :, 1V __
STA. 10+00.00 CL REVERE AVENUE ;� ;r, ' �'" � 3 4 2 5 y fp , 46)
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BEGIN CONSTRUCTION SIDEWALK
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NOTES: �'•�. 1,.r - r� '- _.(, �5•�;. ._. ; `' ` `,� j t- }?•a,. =' :°' i !ry�`d "' %ry�! J'� ' / rr' r ,;'•,'
r �. :i'' ') 1 ii�! � 1i .. .'></ - - v�.�; --til .�• S ;i'i � i ♦ f � ! /f i i -rr ice'\
1 CONSTRUCT DRIVE APPROACH dt SIDEWALK PER CITY'S STD. PLAN N0. 101 �; _ _ , ,,;, �., - ,; s•�,�. : J�/•
o x 2 CUT dt REMOVE EXIST. CURB de GUTTER - '- _ ,t� w-� ' \ _ ' '' •�'-,;' �• ` :'`` '- -'�',
Q _ _ _ N ,�.0 � �: i� � � . _: F _yl�r„ry . ;'• ���,_ __-- _, CITY OF RANCHO CUCAMONG/1
"' 3 CONSTRUCT SIDEWALK PER CITYS STD. PLAN NO. 101 & 103 S 30. 71 _ �`?,'```` • f {,� �.>` r° S _
-- 4 STREET LIGHT - PROTECT ,N PUCE '. CURVE DATA _
`` `1 -. _ .._. �,,9 • � 1 y , ,�! _, t_�: .' '# � ►• : ��` ' ... " > � < ,�_ f �' ;•,� PLAN AND PROFILE
ti 5 -ADJUST T MANN ,` •?4 y` �� -. I a _ - - . 7 - �'+ ;
RE COST OLE TO GRADE No. DELTA RADIUS LENGTH TANGENT __ � `4 rr it i ��� r
- 6 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 � � � _� _ r
� 1 90'53 28 1200 19.04 12.19 � �r,c��`�"�- ' ::'� if``'��;1,/ , `', � `,, ;!r
ALTA LOM A DRIVE
7 CONSTRUCT CURBSIDE DRAIN OUTLET PER 14E N STD. PLAN �. 107-B _ ALTA LOMA DRIVE
2 89.27.22 1200 18.74 11.89 �_ � , ;;',, ��� .�•:,� '�'��,w_, � `,' ,•*�. �/ �i:
� 15 INSTALL STREET LIGHT W/g' MAST ARM, 1e,000 LUMEN HPSV 6Y SCE, 3 74'35'13' 15.00' 19.53' 11.42' `� SCALE: 1 =40 _�,` `�\` ` `_ _ � ,� �• {� ,. ,;♦�.�, r �p��?E.' �,• f •' FROM REVERE AVE. TO HAVEN AVE.
C PAID FOR AND COORDINATED BY DEVELOPER.
A MINIMUM A16, CONSTRUCT ACCESS RAMP PER DETAIL ON SHEET 1 4 74'34'03" 15.00' 19.52' 11.42' NOTE. OAF 3SI LL I TREES VATS ANY.TREE THAT IS STHO VE PLANTER DRC 2002-00018, ROW 2004-01003
pi✓L aCIFTr ESC/ST/�t/6 LKi�fT LESS THAN 3' WIDE. APPROVED 8Y / DATE
� SEAL- Q�tOFESs/� I Designed By Drown BY Checked By CITY ENGINEER (Gw �`
R.C.E. N0 238F39
SCALE ��O �.� D. N ql _ ---
= DIAL TOLL FREE I��T C Horizontal �P�� ���0Np H pMDES1GN CORP. SDH DESIGN INC. RECD + I r I'
� � � y m Pions P orad Under Supervlslon or SpH 29377�RANCHO�AUFORN�IANRD CTONSULTANTS,
202
°° (�®�T��TIL� INC. ,. w No. 43982 �.,�
� 1 '800-2272600 1 =40 * Exp. 6/30/05 * "' 2' b DRAWN TEMECULA, CALIFORNIA 92591
Date: TEL: 909-676-1018
C6 7HE PRIVATE ENGNEER SIGNING RIESE PUNS IS RESPONSIBLE FOR ASSURING v AT LEAST TWO DAYS LAND PLANNING, CIVIL ENGINEERING, CONSTRUCTION CONSULTANTS Vertical t DMDESiGNCORP -2 �!r 3
INE ACCURACY AND ACCEPTABILITY OF THE DESIGN HfREON. IN 7FIE EVENT AFORE YOU DIG 29377 RANCHO CALIFORNIA RD., SUITE 202 TFMECULA, CA 92591 � �`r AWL AC.i4C1*C �'�T L�E� t2 ---
N 7H DfSC ACCURACY
A ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION,EVE OIl, � � 43982 06-30-05 CHECKED STANLEY D. HEATON, R.C.E. NO. 43982 DRAwiNf t4i'.
THE PRIVATE ENGINEER SMALL BE RESPONSIBLE FOR DETERMINING AN # TELEPHONE 951-676-1018 * FACSIMILE 951-676-2294 * 1,._4♦ �'IV 1L�� R.C.E No. Expires CI
ACCEPTABLE SOLUTION AND REIQSING THE PLANS FOR APPROVAL BY THE CITY UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Or- CA�-� DESCRIPTION OF REVISION DATE APPROVED SDH DATE: 10/29/03 FILE NO.:02.608.01 1985
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