HomeMy WebLinkAbout5223-1GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST
EDITION UNLESS OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE
PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO
THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN
PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA
MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL
TIMES.
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE
CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR
OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS
THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE OTENTIAL EXISTS FOR GROUND MOVEMENT.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER
PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS
BEFORE EXCAVATION.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC,
CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND
CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR
SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
13. CURVE DATA REFERS TO THE FACE OF CURB.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN
GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING
CONSTRUCTION.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY
ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION
SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE
ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED
AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
19, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR.
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY
ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING
OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE,
THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE
CITY OF FONTANA STANDARD DETAILS.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL.
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS
TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A
GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION
OF PAVING.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO
THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION
OF THE CITY ENGINEER.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY
ENGINEER.
UNAUTHORIZED CHANGES AND USES
CAU IIUN: IHE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF
THESE PLANS.
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CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. UPON REQUEST OF THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
TO THE CITY ENGINEER FOR REVIEW.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR
WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SIT CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE
PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
PRIVATE ENGINEER'S NOT/CE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWS ON THESE PLANS ARE OBTAINED BY A SEARCH
OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES
NOT SHOWN ON THESE PLANS.
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS
SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
SHALL COMPLY WITH THE 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF
CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION SAFETY ORDERS'.
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH THE
"OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT
OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS".
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
OF CONSTRUCTION OF THIS PROJECT, INCLUDING- SAFETY OF ALL PERSON AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS' AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE
ENGINEER HARMLESS FROM ANY KIND OF LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXPECTING FOR ANY LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
STREET IMPROVEMENTPLANS,
2 R/W DEDICATION
PARCEL MAP 19546 VARIES
CITY OF FONTANA 46'
44'
12' -i - 34'
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I SANTA ANA AVENUE
VICINITY MAP
N.T.S.
STREET CONSTRUCTION NOTES
THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE BIDDERS SHALL
PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB.
T
A. CONTRACTOR TO ADJUST ALL VALVE COVERS AND MANHOLE RIMS TO GRADE
AFTER FINAL PAVING HAS BEEN INSTALLED.
a -Ci STREET LIGHT
0 LIGHT STANDARD EXIST. GR UND
==o- UTILITY POLE 6" 6' -
El WATER METER
Gm
GAS METER
® WATER VALVE
0 PULL BOX
SIGN
3� PLOTABLE EASEMENT ITEM
No. PER TITLE REPORT
(427.0) EXIST. CONTOUR
427.0 DESIGN CONTOUR
• TREE
1 2
2f%
SAWCUT
& JOIN
SANTA ANA I AVE.
14 VARIES
TYPICAL SECTION - SANTA ANA AVENUE
STA. 675+05 TO 678+32
LEGEND
I I
CONSTRUCT 6.5" MIN. A.C. OVER 12" MIN. 95% COMPACTED NATIVE SUBGRADE
TC =
TOP OF CURB
PER CITY OF FONTANA STD. NO. 400. SEE SHEET 5................................................................................................25,481
FS =
FINISHED SURFACE
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FL =
FLOW LINE I
d Z
EP =
EDGE OF PAVEMENT
CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. NO. 1006................................................................8,244
AC =
ASPHALT CONCRETE
0
Q
ST =
STREET
REMOVE AND SALVAGE EXISTING SIGN AND POST...........................................................................................................3
PROP =
PROPOSED
PROTECT IN PLACE (ITEM AS INDICATED ON PLAN).
R/W =
RIGHT-OF-WAY 4
SLOVER AVENUE
OHW =
OVERHEAD WIRES 2%
2%
REMOVE BY CONTRACTOR (ITEM AS INDICATED ON PLAN).
0,
FIRE HYDRANT
r�7L 1"
I SANTA ANA AVENUE
VICINITY MAP
N.T.S.
STREET CONSTRUCTION NOTES
THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE BIDDERS SHALL
PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB.
T
A. CONTRACTOR TO ADJUST ALL VALVE COVERS AND MANHOLE RIMS TO GRADE
AFTER FINAL PAVING HAS BEEN INSTALLED.
a -Ci STREET LIGHT
0 LIGHT STANDARD EXIST. GR UND
==o- UTILITY POLE 6" 6' -
El WATER METER
Gm
GAS METER
® WATER VALVE
0 PULL BOX
SIGN
3� PLOTABLE EASEMENT ITEM
No. PER TITLE REPORT
(427.0) EXIST. CONTOUR
427.0 DESIGN CONTOUR
• TREE
1 2
2f%
SAWCUT
& JOIN
SANTA ANA I AVE.
14 VARIES
TYPICAL SECTION - SANTA ANA AVENUE
STA. 675+05 TO 678+32
16'
R/W DEDICATION
VARIES
2% 2%
EXIST. GR UND_,z
6"-- - 6' -
=1 CONSTRUCTION NOTES QUANTITIES
O1
SCALE: 1"=5'
*
(D
CONSTRUCT 6.5" MIN. A.C. OVER 12" MIN. 95% COMPACTED NATIVE SUBGRADE
8353 SIERRA AVENUE
15966 ARROW ROUTE
PER CITY OF FONTANA STD. NO. 400. SEE SHEET 5................................................................................................25,481
S.F.
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d Z
W Z
16'
R/W DEDICATION
VARIES
2% 2%
EXIST. GR UND_,z
6"-- - 6' -
=1 CONSTRUCTION NOTES QUANTITIES
O1
SAWCUT AND REMOVE EXISTING PAVEMENT.................................................................................................................7,453 S.F.
*
(D
CONSTRUCT 6.5" MIN. A.C. OVER 12" MIN. 95% COMPACTED NATIVE SUBGRADE
8353 SIERRA AVENUE
15966 ARROW ROUTE
PER CITY OF FONTANA STD. NO. 400. SEE SHEET 5................................................................................................25,481
S.F.
O3
CONSTRUCT MODIFIED 8" CONCRETE CURB PER CITY STD. 1000 AND 18"
GAS
TELEPHONE
18" PERVIOUS GUTTER PER DETAIL ON SHEET 4........................................................................................................1,574
L.F.
O4
CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. NO. 1006................................................................8,244
S.F.
O5
CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. NO. 1003..............................................................................1
EA.
O6
REMOVE AND SALVAGE EXISTING SIGN AND POST...........................................................................................................3
EA.
O7
PROTECT IN PLACE (ITEM AS INDICATED ON PLAN).
O8
EXISTING OVERHEAD POWER LINES TO BE UNDERGROUNDED AND POLES REMOVED BY SCE........................................9
EA.
O9
REMOVE BY CONTRACTOR (ITEM AS INDICATED ON PLAN).
10
RELOCATE BY CONTRACTOR (ITEM AS INDICATED ON PLAN).
GCONSTRUCT
COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 1002.................................................................3
EA.
12
INSTALL LIGHT PER CITY OF FONTANA STD. NO. 404. SEE STREET LIGHT PLAN..........................................................7
EA.
13
CONSTRUCT 60" WIDE PARKWAY DRAIN PER SPPWC STD. 151-2, INLET TYPE II PER DETAIL ON SHEET 4 .................2
EA.
SCOLD
PLAIN EXISTING AC MINIMUM 0.15' DEPTH & AC OVERLAY TO MATCH EXISTING
PERDETAIL „A,'. SEE SHEET 4.....................................................................................................................................23,755
S.F.
15
ADJUST TO GRADE (ITEM AS INDICATED ON PLAN).
16
CONSTRUCT 24" WIDE PARKWAY DRAIN PER SPPWC STD. 151-2, INLET TYPE II PER DETAIL ON SHEET 4 ..................4
EA.
17
RELOCATE EXISTING TRAFFIC SIGN AS SHOWN...................:...............................................................................................1
EA.
18
APPLY THERMOPLASTIC "STOP" STENCIL PER CALTRANS STD. PLAN A24D.....................................................................1
EA.
19
APPLY THERMOPLASTIC 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. PLAN RSP A24E..........................................26
L.F.
20
PROTECT STREET LANE LINE IN PLACE.
* THE
PAVEMENT SECTIONS AND COMPACTION REQUIREMENTS ARE PRELIMINARY. FINAL
SECTION
AND COMPACTION REQUIREMENTS WILL BE AS DIRECTED BY THE SOILS ENGINEER
AT
THE COMPLETION OF THE ROUGH GRADING OPERATION AND UPON COMPLETION OF
R -VALUE TESTS.
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CA TA WBA A VENUE
X 1A SHEET 3
7
SHEET /ND4_1=
N.T.S.
46'
30'
34'
2t%
TYPICAL SECTION - SANTA ANA AVENUE
STA. 671+73 TO 675+05
STA. 678+32 to 680+90 (JOG IN R/W)
SCALE: 1"=5'
4' R/W DEDICATION
2%1 2%
EXIST. GROUND
6 5' -
34'
30'
22'
,-EXIST. AC
PAVEMENT
SAWCUT
& JOIN
SANTA ANA' AVE.
14 VARIES -
SAWCUT
& JOIN
FINAL COURSE OF ASPNAI.T� CATAWBA AVE.
MOT PAVED. FUTURE ray OTOER.r.
�14
2f%
SECTION-CATAWBA AVENUE
SCALE: 1"=5'
UTILITY PROVIDERS
SEWER
WATER
CITY OF FONTANA
FONTANA WATER COMPANY
8353 SIERRA AVENUE
15966 ARROW ROUTE
FONTANA, CA 92335
FONTANA, CA 92335
(909) 350-7629
(909) 822-2201
GAS
TELEPHONE
SOUTHERN CALIFORNIA GAS CO.
AT&T
SAN DIMAS, CA 91773
3939 E. CORONADO STREET
(909) 335-7507
ANAHEIM, CA 92807
(714) 666-5503
ELECTRIC
1
SOUTHERN
CALIFORNIA EDISON
7951 REDWOOD AVENUE
FONTANA,
CA 92336
(714) 796-9932
DETAILS
CABLE -TV
SANTA ANA AVENUE CROSS SECTIONS (STA. 671+75.J00 TO STA. 681+50.00)
TIME WARNER CABLE
(909) 975-9493
EXIST. AC
PAVEMENT
EXIST. AC
PAVEMENT
SHEET INDEX
1
TITLE SHEET
2
SANTA ANA PLAN & PROFILE
3
CATAWBA AVENUE PLAN & PROFILE
4
DETAILS
1
SANTA ANA AVENUE CROSS SECTIONS (STA. 671+75.J00 TO STA. 681+50.00)
2
CATAWBA AVENUE CROSS SECTIONS (STA. 120+75.00 TO STA. 127+25.00)