HomeMy WebLinkAbout2252 GENERAL NOTES AIL A AMPO'
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO �`� �
CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS AND
ADENDENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR 0 m z
ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. ® c
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2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER SAN BERNARDINO RD
METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE AV ,
RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE f
SHALL E REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO
COST TO THE CITY OF RANCHO CUCAMONGA.
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3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH ;
THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES
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RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH
FACILITIES ARE SHOWN ON THESE PLANS;
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4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, cn
ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY
CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. FOR r-►-°
5. ALL GRADE STAKES SHALL E SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES
VICINITY MA
SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF p A
SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING NOT TO SCALE
STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE
AREAS.
6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR
CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING,
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7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING + NOTICE TO CONTRACTORS
s .10+00 Z5 13
ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE
OF RANCHO. GUGAONGA, A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE
PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE..PLACEMENT OF BASE
TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY
MATERIALS AND/OR SURFACING.
WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE U.S. DEPARTMENT OF LABOR,
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE `CITY AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS, "CONSTRUCTION SAFETY
ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL ORDERS". THE, CIVIL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S AND
CONTENT AND GRADATION OF ASPHALT PAVING. SUBCONTRACTORS' COMPLIANCE WITH THE FEDERAL AND STATE REGULATIONS.
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9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE- SUBMITTED TOS., 26+4835+ CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: CONTRACTOR WILL BE REQUIRED TO',ASSUE SOLE AND COMPLETE RESPONSIBILITY FOR JOB-SITE
R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, :INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
10. PAVING SHALL E PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN LIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND
TO DETERMINE STRUCTURAL SECTIONS. HOLD` DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
0INS TR CTI OIN' ,
IN' CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.
11. WHEN IMPROVEMENTS ARE TO E PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY ABBREVIATIONS
INSTALL FIBER OPTIC CONDUIT PER, DETAIL ON SHEET 2.
MATERIAL, THE SUB--GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD
ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL E FILLED WITH A FINE
INSTALL FIBER OPTIC 4' x 6.5' x' 7' CONCRETE VAULT WITH REQUIRED CONDITIONS IMMEDIATELY TO THE CIVIL ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND
GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. P.C.C. PORTLAND CEMENT CONCRETE SMH SEWER MANHOLE ED-466-84 MANHOLE BY UTILITY VAULT COMPANY. SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED-AND RESOLVED.
STREET CENTERLINE
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB GRADE, A SOILS STERILANT
P.P. POWER POLE STL STREET LIGHT 3 CONSTRUCT STAMPED CONCRETE PAVING, LITHOTEX PAVECRAFTERS
REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED R/W RIGHT OF WAY A.G. ASPHALT CONCRETE
R/W LINE NEW BRICK BASKET WEAVE PATTERN WITH L(THOCHROE COLOR
HARDENER, A--26 BRICK RED, LITHOCHROME ANTIQUING RELEASE UNDERGROUND STRUCTURES
AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO S.W. SIDEWALK A.B. AGGREGATE BASE _ FLOWLINE 1503 DEEP CHARCOAL WITH SCOFIELD CURESEAL-W/ SEMI GLOSS
PAVING. FINISH PER CITY STD 103. CONTRACTOR TO SUBMIT CONCRETE THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES LINES AND
T.C. TOP OF CURB B.W. BACK OF WALK 2% SAMPLE FOR APPROVAL BY CITY ENGINEER PRIOR TO CONSTRUCTION. STRUCTURES WHETHER SHOWN OR NOT SHOWN ON THIS PLAN, AND SHALL BE RESPONSIBLE FOR
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF
SHEET FLOW RATE PROTECTING FROM DAMAGE.
T.E. TRASH ENCLOSURE C.B. CATCH BASIN 4 REPLACE EXIST. STREET LIGHT WITH SCE MODEL 39CT29 (3031)
THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION ELECTROLIER WITH 6' ARM, BY. AMERON POLE PRODUCTS .AND SYSTEMS.
QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS T.F.. TOP OF FOOTING C&G CURB & GUTTER 1 CONSTRUCTION NOTE NUMBER REPLACE OR REINSTALL TRAFFIC SIGNS.(TYPE SHO ON PLAN) ON THE EXISTENCE AND LOCATION, OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS
WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED EXIST. STREET LIGHTS., PAID FOR AND COORDINATED BY DEVELOPER. PLAN WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE
T.G. TOP OF GRATE C.F. CURB FACE
AS INCLUDED IN THE OTHER ITEMS OF WORK. A DISPOSITION NOTE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS
INSTALL STREET TREE PER LEGEND AND NOTES ON� SHEET 1.
T.P. TOP OF PAVEMENT C.O. CLEAN OUT REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO .PROTECT THE UTILITIES SHOWN AND ANY
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE T.W. TOP OF WALL CENTERLINE (3:x.0) EXISTING ELEVATION 6 INSTALL ROUND CONCRETE BOLLARDS MODEL CB12R-38 CUTOFF
OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS.
CONSTRUCTED AT EACH.INTERSECTION. DOME--70 HPS BY ARCHITECTURAL AREA LIGHTING (714) 994-2700.
UGU UNDERGROUND UTILITY D.G. DECOMPOSED GRANITE � THE CONTRACTOR SHALL CALL-IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.)
TREE �,`_.� CONSTRUCT ACCESS RAMP PER. CITY STD. 102.
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR EX EXISTING E.G. EDGE OF GUTTER PHONE 1-800-422-4133 TWO WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED
THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON 8 CONSTRUCT 8" PCC CURB AND GUTTER, TYPE A2-8 PER CITY STD. 104. BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE
E ELECTRIC E.P. EDGE OF PAVEMENT
REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A.
ENGINEER FOR APPROVAL. ..M w , �w FLOW ARROW " '�
AGU ABOVE GROUND UTILITY F.F. FINISHED FLOOR 9 CONSTRUCT 12 WIDE, 12 DEPTH AC PAVEMENT SLOT PAVING
D..��_._� STORM DRAIN LINE
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16: WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD-FREE, ORDERLY SN SERIAL NO. F.G. FINISHED GRADE 10 CONSTRUCT 1'-6" WIDE NATURAL GREY CONCRETE BAND. PER CITY o
STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE `�A r_._ . WATER LINE STD 103. ALIGN BANDS WITH ONSITE. CONCRETE BAND CONSTRUCTION.
MH MANHOLE F.L. FLOW LINE CONTRACTOR TO LAYOUT CONCRETE BANDS AND OBTAIN APPROVAL =
INSPECTOR. - s SEWER LINE CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE OR LIABLE FOR, w
OF CITY ENGINEER PRIOR TO CONSTRUCTION. o
WM WATER METER F.S. FINISHED SURFACE - UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.
17. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT 1-800-422-4133 AND THE
F GAS LINE 11 REMOVE EXISTING TRAFFIC SIGNAL LOOPS AND INSTALL DETECTOR
FH FIRE HYDRANT G.B. GRADE BREAK
FOLLOWING UTILITIES TWO WORKING DAYS PRIOR TO CONSTRUCTION OR REGARDING ANY CABLE T.V. LINE LOOPS TYPE E PER. CALTRANS STD. PLAN ES-5B.
PROBLEMS. BFP BACKFLOW PREVENTER G.M. GAS METER �-
__ ELECTRICAL LINE o
TSP TRAFFIC SIGNAL POLE H.P. HIGH POINT DISPOSITIOIN NOTES 0
SOUTHERN CALIFORNIA EDISON CO. (909) 357--6585 w.m � T - W TELEPHONE LINE
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SOUTHERN CALIFORNIA GAS CO. 909} 335-7583
PB PULL BOX INV. INVERT N
VERIZON COMMUNICATIONS (800)..469--6340 SCO SEWER CLEANOUT N.T.S. NOT TO SCALE INDEX 4-1
REMOVEDRAWING`
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CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591
P.A. PLANTER AREA B PROTECT IN PLACE
CHARTER COMMUNICATION (909) 343-5171
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SAN GABRIEL VALLEY MUNICIPAL WATER (626) 969-7911 1 TITLE SHEET
SPRINT (909) 873-8022 2 STREET PLANS
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NOTE: ALL EXISTING MONUMENTS ARE TO BE PROTECTED IN PLACE. ANY MONUMENTS PROP. CL PER EXIST. CL PER n
DISTURBED OR DESTROYED Y THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CITY DWG 126 CITY DWG 126 EXIST. R/W
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CONTRACTOR'S EXPENSE, �RQFESS/ 4-
4-
CONTRACTOR'S01
' AND VAR. 9' AND VAR. ®R �' 4 0
° i o Call; TOLL FREE �' No. 63466
26 AND VAR. 3 6 AND VAR. � � �.
Exp. 09/30/10
f AND
1-800
VAR. i ►!` clvl\.
STREET TLEGEND EXIST: AC ' �- GAL��
PAVEMENT
MIN. GROW _�_ �__ __ __ -__ __ _ .._ __ �__ __ _ - _T STREETNAME BOTANICAL NAME COMMON NAME SPACING SIZE QTY -- -�- - - - ° Q
TWO WORKING, DAYS BEFORE YOU DIG DATE:
SPACE _w_._I_
TRENCH AND. REPAIR
EXIST. SIDEWALK
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FOOTHILL LVD. LAGERSTROEMIA MUKOG CRAPE 3, 15' 0.C. 24" OX 1
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PAVEMENT PER CITY ®. EXIST. C&G
INDICA CITY OF RANCHO CUCAMONGA z o
' MYRTLE LAVENDER' STANDARD 120 ` .. P�
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'MUSKOGEE EXIST. 16 WATER
TITLE SHEET FOR N
FIBER, OPTIC S 0 �
0
VINEYARD AVE. PODOCARPUS LONG LEAFED 3, 20' O.C. 15 GAL. 10 TRENCH PER o
HENKELLI YELLOW WOOD DETAIL ON
FOOTHILL BOULEVARD & w
1 CLR
SHEET 2
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TYPICAL SECTION VINEYARD W
1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. AVE. VINEYARD AVENUE
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DRC 2008-00587 U-
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2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY
INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS APPROVED BY: � � DATE: ° o
DETERMINED BY THE CITY INSPECTOR. CITY ENGINEER RCE: 53672
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3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. BENCH BM 10042 ELEV.
DESIGN PIAN PREPARED BY: RECOMMENDED v
MARK 1203.623' JW
VA Consulting, Q
ENGINE •P SURVEYORS w
4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. THE BASIS OF BEARINGS USED ON THIS SURVEY' IS THE DRAWN SHEET °
CENTERLINE OF FOOTHILL BOULEVARD BEING NORTH LOCATION : FD. 1" ROUND HEAD BOLT IN CONC. CURB s4aa OAK CANYON, (949) 474-1400 TEL m CD
7
. � ,s GaN�UGT[ryG SUITE 15a ►� ,.
. CONTRACTOR TO REPAIR PARKWAY PLANTING AND IRRIGATION DAMAGED BY CONSTRUCTION. DAMAGED TURF SHALL BE 89 47 4 WEST A SHOWN ON PARCEL MAP 12596 BOOK STAMPED "SB CO BM 01691" AT SOUTHEAST CORNER AG IRVINE, 0 s2s1s (949) 261-8482 FAx OF z C
REPLACED WITH MARATHON SOD. REPAIRED IRRIGATION SYSTEM SHALL BE FULLY AUTOMATIC AND PROVIDE 100% HEAD TO 164 PAGES 73 - 75 OF COUNTY RECORDER OF SAID
OF FOOTHILL BOULEVARD AND HELLMAN AVE., CITY CHECKED JEFFREY W. wILKERs®N R.C.E. NO 063466 DRAWING NO. o
HEAD COVERAGE. COUNTY. 1 FT. WEST OF END OF CURB RETURN. NO. DESCRIPTION OF REVISION DATE < N
APPROVED: DRG DATE FILE NO
BENCH ELEV.
MARK BM 10042 1203.623
LOCATION FD. 1" ROUND HEAD BOLT IN CONC. CURB
STAMPED "SB CO BM 01691" AT SOUTHEAST CORNER
OF FOOTHILL BOULEVARD AND *HELLMAN AVE.,
1 FT. WEST OF END OF QURB RETURN.
EXIST. R/W
EXIST. C&G-
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U1 EXIST. R D A EXIST. VINEYARD AVENUE 1011 DW 34+78 EXIST. R/W
-P-0—D-9- EYI 8r) E Y A
711 7 FM s E P1 SS t '3540 R=175
PER CITY DWG. 1268 10 PER CITY DWG. 1268 11 EXIST PRC 5+,R"6
30 1 On SS q--,,
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10" ------
1 I - EXIST. C&G
�7+00 28+00 5 4 TOTAL 29+00 30+00 31+00
32+00 33+00
IN
EXISTING FIBER
f"I EXIST. 16 _6)w
C(L INT. m-'r ___ .1� OPTIC CONDUIT LINE
�11.610 FOOTHIL BLVD -U-) LO U11) r.0 R`�!75'
6 TOTAL
EXIST� FIBER OPTIC
Ui EXIST. C&G C6
--26+48.58 �130 C "' VINEYARD AVE CONCRETE 'VAULT
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DETAIL HEREON Tri MAS W114' "ERY PLAZA
STA1,R,S ON PRIVATE PROPERTY PER
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'SFF',AATE PLAN
ONSITE TREE 1 8"CF: EAS 'EN
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26+48.58 PROP. VINEYARD AVE + F E'I�__VPTFC____ GAS LINE I-UL 'B SIDEWALK AND C&G
1 30.0 8�FR
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IT DWG 1268 ABANDON EXIST. CONDUIT TO OPTIC CONDUIT LINE cD I TC, 1-,.CF',.,-- (1 229.82TC)
FOOTHILL BOULEVARD
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2 EXIST. C&UG A LK A 8"CF Cq
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COIN' STRUCTION IN' U' TES DISPOSITIOIN NOTES ' 11-. 0
.-.--TRENCH AND REPAIR z
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Call: TOLL FREE N' 63
(D INSTALL FIBER OPTIC CONDUIT.PER DETAIL HEREON. REMOVE PAVEMENT PER CITY Exp. 09/30/10
STANDARD 120
INSTALL FIBER OPTIC 4' x 6.5' x 7' CONCRETE VAULT WITH REQUIRED PROTECT IN PLACE C
1-800
ED-466-84 MANHOLE BY UTILITY VAULT COMPANY. Ivi m
C.A.B. Z,3.5,
TRACE WIRE C
U3 CONSTRUCT STAMPED CONCRETE PAVING, LITHOTEX PAVECRAFTERS Z: 422-4133
#10 SOLID
--3" WARNING TAPE
NEW BRICK BASKET WEAVE PATTERN -WITH LITHOCHROME COLOR COPPER TRACE
61,7100%
HARDENER, A-26 BRICK RED, LITHOCHROME ANTIQUING RELEASE WIRE (GREEN TWO WORKING DAYS BEIFORE YOU DIG DATE: <
1503 DEEP CHARCOAL WITH SCOFIELD CURESEAL-W/ SEMI GLOSS mmmmmmmm� I z 5�
GRAPHIC SCALE
OR BARE).
FINISH PER CITY STD 103. CONTRACTOR TO SUBMIT CONCRETE -j-
SAMPLE FOR APPROVAL BY CITY ENGINEER PRIOR TO, CONSTRUCTION. 40 0 40 120
CITY OF RANCHO CUCAMONGA ZO
REPLACE EXIST. STREET LIGHT WITH SCE MODEL 39CT29 (3031)'
2 SACK CEMENT
ELECTROLIER WITH 6P.ARM, BY AMERON POLE PRODUCTS AND SYSTEMS F.O. 4-4" MEN=_
REPLACE OR REINSTALL TRAFFIC SIGNS (TYPE SHOWN ON. PLAN) ON ",�ENCASEMENT 0
CONDUITS SCALE: 1 40' OFFSITE IMPROVEMENT PLANS FOR cc
EXIST. STREET LIGHTS.; PAID FOR AND COORDINATED BY DEVELOPER.
INSTALL STREET TREE PER LEGEND AND NOTES ON SHEET 1. FOOTHILL BOULEVARD &
INSTALL 3-1.25"
6) INSTALL ROUND CONCRETE BOLLARDS MODEL CB12R-38.CUTOFF INNERDUCT IN VINEYARD AVENUE 0
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DOME-70 HPS BY ARCHITECTURAL AREA LIGHTING (714) 994-2700.
BOTTOM 4" CONDUI
CONSTRUCT ACCESS RAMP,PER CITY STD. 102. Tn
DUCT SPACING, SYSTEM DRC 2008-00587
0
CARLON SNAP-LOC OR
CONSTRUCT 8" PCC CURB AND GUTTER, TYPE A2-8 PER CITY STD.� 104.
APPROVED EQUAL APPROVED B DATE: /e!5 0
Of IL
CITY ENGINE RCE: 53672
U9 CONSTRUCT, 12"'WIDE, 12" DEPTH AC PAVEMENT SLOT PAVING VIKIMATIC
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'CONDUIT SYSTEMS OR �A -PaN PREPARED BY'
CONSTRUCT 1�-&" WIDE NATURAL GREY CONCRETE BAND PER CITY MULTI- DESIGN RECOMM ED
STD 103. ALIGN BANDS WITH ONSITE CONCRETE BAND CONSTRUCTION. APPROVED EQUAL JW VA Consulting, Inc.
CONTRACTOR TO LAYOUT CONCRETE BANDS AND OBTAIN APPROVAL ENGINEERS-MANNERS-SURVEYORS
DRAWN - SHEET
OF CITY ENGINEER PRIOR TO CONSTRUCTION. O%PTIJ'*' TRENO%H 6400 OAK CANYON, (949) 474-1400 TEL
TYPIOAL FIBER, CONSULTING SUITE 150
REMOVE EXISTING TRAFFIC SIGNAL LOOPS AND INSTALL DETECTOR AC (949) 261-8482 FAX 2 OF 2 w Cq
LOOPS TYPE E PER CALTRANS STD. PLAN ES-5B. N.T.S. IRVINE, CA. 92618 Z v-
DRAWING NO.
CITY CHECKED JEFFREY W. WILKERSON R.C.E. NO 063466 (n 0
NO. DESCRIPTION OF REVISION DATE 22672 <
APPROVED: DRG DATE FILE NO -
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