HomeMy WebLinkAbout1852 VICINITY MAP STREET IMPROVEMENT PLANS CONSTRUCTION NOTES and ESTIMATE of QUANTITIES:
1 SAW-CUT AND REMOVE EXISTING A.C. PAVEMENT / A.C. BERM. ___ 1200 S.M.
( 2 rREMOVE EXISTING P.C.C. LOCAL DEPRESSION / CATCH BASIN. S.M. / EA.
BASELINE ROADFOOT11ILL ' V ZD 11( I 3 G>-
UNDERGROUND EXISTING OVERHEAD UTILITY LINES. SEE NOTE HEREON. L.S.OUIE 60 BOULE Al RELOCATE EXISTING TRAFFIC SIGNAL / PULLBOX(S) ETC. REFER TO TRAFFIC SIGNAL PLANS. L.S.
FROM 351m± WEST OF ETIWANDA AVE . TO 602m± WEST OF ETIWANDA AVE . 5 REMOVE EXISTING CHAIN LINK FENCE. L.S.
w
a ( 6 rRELOCATE EXISTING WATER METER PER PROJECT WATER PLANS. L.S.
TRAFFIC CONTROL NOTES 7 REMOVE PORTION(S) OF EXISTING CONCRETE BLOCK WALL AND FOOTINGS. L.S.
MILLER AVE. - - - _ -
1. TRAFFIC CONTROL FOR CONSTRUCTION WORK ZONES WITHIN THE STATE HIGHWAY RIGHT-OF-WAY SHALL COMPLY TRAFFIC STRIPING & SIGNING NOTES 8 REMOVE PORTION OF EXISTING P.C.C. MEDIAN ISLAND. L.S.
WITH THE MOST CURRENT EDITIONS OF THE CALIFORNIA CALTRANS STANDARD SPECIFICATIONS, STANDARD PLANS, - REMOVE EXISTING TREE TO THE SATISFACTION OF THE PROJECT SOILS ENGINEER. TREE REMOVAL IS SUBJECT TO
&-7-TREE
MANUAL OF TRAFFIC CONTROLS AND THE STANDARD SPECIFICATIONS FOR TRAFFIC CONTROL SYSTEMS. 1. ALL STRIPING AND INSTALLATION OF ALL PAVEMENT MARKERS AND SIGNS SHALL BE THE REMOVAL PERMIT BY THE CITY OF RANCHO CUCAMONGA PLANNING DIVISION. L.S.
PROJECT SITERESPONSIBILITY OF THE CONTRACTOR. PAVEMENT MARKERS AND STRIPING SHALL CONFORM TO
2. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE ABOVE SECTIONS 84 AND 85 OF CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, AND CALTRANS L.S.
MENTIONED STANDARDS AND SPECIFICATIONS AND IN ACCORDANCE WITH THE PROJECT DETOUR AND PHASING TRAFFIC CONTROL MANUAL. 10 RELOCATE EXISTING FIRE HYDRANT ASSEMBLY PER PROJECT WATER PLANS.
w PLANS. TRAFFIC CONTROL AND SAFETY DEVICES SHALL BE PLACED AND MAINTAINED TO THE SATISFACTION OF 11 REMOVE EXISTING P.C.C. CURB AND GUTTER. 60 L.M.
_ > THE ENGINEER. NO SUCH DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT APPROVAL FROM THE 2. CONTROL OF ALIGNMENT AND LAYOUT SHALL BE RESPONSIBILITY OF THE CONTRACTOR AND IS
O ENGINEER. SUBJECT TO APPROVAL BY THE TRAFFIC ENGINEER.
Q 12 REMOVE EXISTING TRAFFIC SIGN. 3 EA.
p w 3. TRAFFIC REQUIREMENTS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 3. SECTION 84-03.02, "MATERIALS," OF THE STANDARD SPECIFICATIONS IS AMENDED TO READ: 13 REMOVE EXISTING TRAFFIC SIGN & RELOCATE PER STRIPING PLAN. 5 EA.
CURRENT EDITION. WORKING HOURS SHALL BE BETWEEN 7:00 a.m. AND 6:00 p.m., UNLESS OTHERWISE
FOOTHILL (RT 66) BOULEVARD APPROVED, AS SHOWN ON THESE PLANS, AND CONTRACTOR SHALL MAINTAIN THE FULL WIDTH OF ALL TRAVELED PAINT FOR TRAFFIC STRIPES SHALL CONFORM TO THE FOLLOWING STATE I - JZP_ MOVe F,-ti-ST. 30" STOM DP-A11.1 5z or.
LANES ON EXISTING ROADWAYS DURING THE HOURS OF 6:00 p.m. AND 7:00 a.m. AND AT ALL TIMES ON SPECIFICATIONS: 30 CONSTRUCT 200mm P.C.C. CURB (8") WITH 600mm (24") GUTTER PER CALTRANS STD. PLAN A-87, TYPE A. A2-200. 250 L.M.
SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS. WHEN CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN
PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF THE ROADWAY. ANY DEVIATION FROM PAINT: 31 CONSTRUCT P.C.C. ACCESS RAMP PER CALTRANS STD. PLAN A88. 2 S.M.
THESE REQUIREMENTS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER. RAPID DRY WATER-BORNE, WHITE AND YELLOW 8010-421-30 OR
0 8010-61 G-10. (3;)2CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 103 do 114. 366 S.M.
z 4. ALL WORK SHALL BE PERFORMED DURING HOURS OF DAYLIGHT UNLESS OTHERWISE APPROVED BY THE
3 ENGINEER. ALL TRENCHES SHALL BE BACKFIELD, TRENCH PLATED, OR FENCED OFF TO THE APPROVAL OF THE GLASS BEADS SHALL CONFORM TO STATE SPECIFICATION NO. 8010-51J-22 33 RECONSTRUCT MEDIAN ISLAND AND P.C.C. CURB PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 109. 15 S.M.
w ENGINEER AT THE END OF EACH WORK DAY. UPON COMPLETION OF TRENCH BACKFILL THE SURFACE OF THE (TYPE 2). NEW CONSTRUCTION SHALL MATCH EXISTING MEDIAN ISLAND IMPROVEMENTS.
ROADWAY SHALL BE BROUGHT TO A SMOOTH, EVEN CONDITION, FREE OF HUMPS AND DEPRESSIONS, AND THE
ARROW ROUTE CONTRACTOR SHALL, AT HIS EXPENSE, REPAIR ANY DAMAGE TO THE ROADWAY, INCLUDING ANY DAMAGE CAUSED 4. COPIES OF STATE SPECIFICATIONS FOR TRAFFIC PAINT AND GLASS BEADS MAY BE OBTAINED 34 CONSTRUCT DRAINAGE INLET (CATCH BASIN) PER CALTRANS STD. PLAN D72, TYPE 'OL', SEE PLAN FOR WIDTH. 2 EA.
BY HIS OPERATIONS OR CONSTRUCTION TRAFFIC. ALL EXISTING STRIPING, PAVEMENT MARKINGS, SIGNING AND FROM:
LOOP DETECTION ALTERED DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION BY THE35 CONSTRUCT P.C.C. GUTTER DEPRESSION PER CALTRANS STD. PLAN D78, TYPE 'OL'. 2 EA.
CONTRACTOR AT THE COMPLETION OF WORK. TRANSPORTATION LABORATORY
5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON A CITY STREET TO SUPPLY, INSTALL, P.O. BOX 19128 36 INSTALL 16000 LUMENS STREET LIGHT WITH 8' MAST ARM BY S.C.E., PAID FOR AND COORDINATED BY THE DEVELOPER.
SACRAMENTO, CA 95819 THE DEVELOPER SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES (I.E. CONDUITS, PULL BOXES, HAND HOLES, ETC.)
AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOWN HEREIN, AS WELL AS ANY SUCH ADDITIONAL DEVICES (916) 739-2400 AS REQUIRED BY S.C.E. 5 EA.
STREET IMPROVEMENT GENERAL NOTES WHICH MAY BE REQUIRED, TO ENSURE THE SAFE MOVEMENT OF TRAFFIC, PEDESTRIANS AND BICYCLISTS
THROUGH OR AROUND THE WORK AREA AND PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION 5. THINNING OF PAINT WILL NOT BE ALLOWED. 37 RELOCATE EXISTING ABOVE GROUND UTILITY VAULT/BOX. 1 EA.
-- - - WORKERS. 1
6. ALL SIGNS, DELINEATORS, BARRICADES, ETC. SHALL CONFORM TO THE LATEST CALTRANS MANUAL FOR TRAFFIC
6. THE CONTRACTOR SHALL INSTALL REFLECTORIZED PAVEMENT MARKERS ON ALL LANE LINES AND 38 RELOCATE OR ADJUST EXISTING UTILITY VAULT TO GRADE TO THE APPROVAL OF GOVERNING AGENCY. EA.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA CENTERLINE STRIPING. &-SEE
„ 1500 S.M.
STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, CONTROL THROUGH CONSTRUCTION ZONES. CONSTRUCT 15 OTE (6 ) MINIMUM A.C. PAVEMENT OVER 102mm (4") MINIMUM CLASS 11 AGGREGATE BASE,INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL 7. CONTRACTOR IS RESPONSIBLE FOR ALL SANDBLASTING OF CONFLICTING STRIPING AND GENERAL NOTE NOS. 9 & 10, SHEET 1.
BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 7. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 A MINIMUM OF FIVE (5) REPLACING ALL STRIPING AND PAVEMENT MARKING REMOVED DUE TO CONSTRUCTION. 40 .CONSTRUCT P.C.C. DRIVE APPROACH PER RANCHO CUCAMONGA STD. DWG. NO. 101, TYPE "C" 80 S.M.
WORKING DAYS PRIOR TO EXCAVATION. SEE STREET
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE 8. THE INSTALLATION OF ALL SIGNS WILL BE DONE BY THE CONTRACTOR. ALL SIGNS MUST41 INSTALL STREET TREES PER STREET TREES CONSTRUCTION NOTES AND STREET TREES SCHEDULE HEREON. TREE SCHEDULE
HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT 8. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED AGENCIES AT LEAST FIVE (5) WORKING DAYS IN ADVANCE OF CONFORM TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC MANUAL. ALL SIGN
AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR ANY STREET OR ALLEY CLOSURE OR IMPLEMENTING ANY CONSTRUCTION DETOUR. POSTS MUST BE ANCHORED TWO (2) FEET INTO CONCRETE AND 18-24 INCHES FROM THE 42 RELOCATE EXISTING BUS STOP BENCH TO PROPOSED BUS BAY PER CALTRANS STANDARDS AND SPECIFICATIONS. 1 EA.
PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. .CURB FACETHE BOTTOM OF SIGNS MUST BE SEVEN (7) FEET FROM THE GROUND.
9. IF CONSTRUCTION IS TO BE DONE IN PHASES ALL WORK SHALL BE COMPLETED IN EACH PHASE PRIOR TO 43 CONSTRUCT 150mm A.C. DYKE PER CALTRANS STD. PLAN A87, TYPE A. 8 L.M.
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BEGINNING WORK ON THE NEXT PHASE. 9. CONSTRUCTION SIGN SIZES TO BE AS LISTED:
BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM
HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING TOW AWAY / NO PARKING SIGNS. SIGNS MUST BE
POSTED 24 HOURS IN ADVANCE OF THE APPROVED PROHIBITION. C1 48"x48" R16 30"x30"
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING CS 48"x18" R17 30"x30" _SIGNING & STRIPING CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES.
DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA 11. EQUIPMENT, MATERIAL, OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT-OF-WAY WITHOUT C13 60"x48" W1 36"x36"
EASEMENT OR RIGHT OF WAY. PRIOR APPROVAL BY THE CITY TRAFFIC ENGINEER. C18 48"x48" W6 30"x30"
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL C23 30"00" W44 48"x48" S1 REMOVE INTERFERING PORTIONS OF EXISTING STRIPING / MARKINGS BY WET SANDBLASTING, L.S.
12. THE CITY ENGINEER RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS IN OPERATION TO MAKE SC3 48"x18"
HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE ANY CHANGES AS FIELD CONDITIONS WARRANT. ANY CHANGES SHALL SUPERSEDE THESE PLANS AND BE S2 APPLY WHITE LANE LINES PER CALTRANS STD. PLAN R.S.P. A20A, DETAIL 12. 175 L.M.
THAN 50.00 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED COMPLETED AT THE CONTRACTOR'S EXPENSE.
AT WARPED OR VERTICAL CURVE AREAS. NOTE REGARDING UNDERGROUNDING OF UTILITIES S3 APPLY WHITE CROSSWALK LINE PER CALTRANS STD. PLAN A24E. 86 L.M.
6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE 13. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. IF SPECIAL APPROVAL IS GRANTED BY 2 EA.
CONSTRUCTED PRIOR TO PAVING. THE CITY TRAFFIC ENGINEER TO CLOSE OR INTERFERE IN ANY WAY WITH A DRIVEWAY THEN THE CONTRACTOR THE EXISTING OVERHEAD UTILITIES TELECOMMUNICATIONS AND ELECTRICAL ON THE PROJECT 54 APPLY TURN ARROW LEGEND PER CALTRANS STD. PLAN A24A TYPE IV(L) OR (R)
SHALL NOTIFY THE OWNER OR OCCUPANT OF THE CLOSURE OF THE DRIVEWAY(S). THE CONTRACTOR SHALL SIDE (NORTH SIDE) OF FOOTHILL BLVD. SHALL IC LIONS AND EL ED FROM THE FIRST OFF-SITE SEE PLAN FOR DIRECTION.
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND FULLY EXPLAIN TO THE OWNER / OCCUPANT THE PERIOD OF THE CLOSURE AND WHEN THE CLOSURE IS TO POLE WEST OF THE WESTERLY PROJECT BOUNDARY EXTENDING TO THE FIRST OFF-SITE POLE
ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT START. EAST OF THE EASTERLY PROJECT BOUNDARYS6 REMOVE EXISTING SIGN PER STREET IMPROVEMENT PLAN AND RELOCATE AS SHOWN 3 EA.
.
WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE HERE-ON, SEE PLAN FOR TYPE.
PLACEMENT OF BASE MATERIALS AND OR SURFACING. 14. ALL TRAVEL LANES WILL BE A MINIMUM OF 12 FEET WIDE UNLESS OTHERWISE SHOWN OR APPROVED BY THE
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING
CITY TRAFFIC ENGINEER. S7 APPLY "SIGNAL AHEAD" LEGEND PER CALTRANS STD. PLAN A24D, LOCATED 152.400m 4 EA.
ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT 15. PEDESTRIAN OR BICYCLIST FLOW WILL NOT BE DISTURBED UNLESS APPROVED BY THE CITY TRAFFIC ENGINEER. EXISTING SURVEY MONUMENTATION: (500') FROM CROSSWALK OR LIMIT LINE.
PAVING. I HERE-BY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED 59 APPLY 200mm (8") SOLID WHITE LINE PER CALTRANS STD. PLAN A20D, DETAIL 38A. 130 L.M.
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. 16. THE CONTRACTOR SHALL NOTIFY OMNI-TRANS AT LEAST FIVE (5) WORKING DAYS PRIOR TO ANY CONSTRUCTION BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND
LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND OR TRAFFIC CONTROL AFFECTING BUS STOPS. ARE DESCRIBED AS FOLLOWS.
EQUIVALENT OF AGGREGATE BASE. S11 REMOVE EXISTING TYPE 'A' MARKER ("LANE LINE EXTENSION THROUGH INTERSECTIONS")
17. THE TRAFFIC CONTROL PLAN IS NOT VALID UNTIL WORK DATES ARE APPROVED. THE CONTRACTOR MUST MO D ONS: REPLACE PER CALTRANS STD. PLAN A20D, SPACING TO MATCH EXISTING
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE SUBMIT THREE (3) REDUCED COPIES OF THE TRAFFIC CONTROL PLAN TO THE TRAFFIC ENGINEERING DIVISION A - UNLESS OTHERWISE DIRECTED BY STATE OR CITY INSPECTOR. 135 L.M.
STRUCTURAL SECTIONS. MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO START OF WORK. NONE FOUND
S1 INSTALL R-26S "NO STOPPING" SIGN ON POST, UNLESS NOTED ON ST. LIGHT STD. 4 EA.
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB- 18. A MINIMUM OF ONE LANE EAST BOUND AND ONE LANE WEST BOUND (FOOTHILL BLVD.) SHALL BE MAINTAINED
GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OPEN BETWEEN 10 P.M. AND 6 A.M. ALL LANES ON FOOTHILL BLVD. SHALL BE OPEN TO TRAFFIC AT ALL LEGEND: S13 INSTALL R1 "STOP" SIGN ON POST. 1 EA.
OR DEPRESSIONS SHALL BE FILLED WITH A FINE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL. OTHER TIMES. X DENOTES MONUMENT NODE, SEE PLAN(S) FOR LOCATION(S) 1 EA.
S14 INSTALL R17B "NO LEFT TURN SIGN ON POST.
12. IF THE ASPHALTIC CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. 19. TRENCH BRIDGE AND PLATING PLANS SHALL BE SUBMITTED BY THE CONTRACTOR TO CALTRANS FOR APPROVAL. 2 EA.
FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED S15 INSTALL R18-1 "RIGHT LANE MUST TURN RIGHT" SIGN ON POST.
RATE FOR FULL PAVEMENT WIDTH PRIOR TO PAVING. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY STATE DRAINAGE FACILITY WHICH IS (73.00') MIN, (101.00') MAX.
AFFECTED BY THE CONSTRUCTION SHALL BE CLEAN AND OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE 22.250m MIN, 30.785m MAX. a--
INSTALL R10-RT "ONE WAY" SIGN ON POST. 1 EA.
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, STATE PERMIT WORK.
THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING
A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE 21. THE DESTRUCTION OR DAMAGE TO STATE FACILITIES (SIGNS, STRIPING, TRAFFIC LOOP, ETC.) DURINGS18 INSTALL FLEXABLE "TYPE K" MARKER. 2 EA.
OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. CONSTRUCTION SHALL BE REPLACED IN-KIND AT NO COST TO THE STATE OR CITY OF RANCHO CUCAMONGA. (55.37') (73.00')
VARIES, 16.877m MIN. TO 22.250m MAX. CS19 APPLY 100mm (4") SOLID WHITE LANE LINE PER CALTRANS STANDARD PLANS. 40 L.M.
14. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 A MINIMUM OF FIVE (5) VARIES
WORKING DAYS PRIOR TO EXCAVATION. 22. ANY DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS RESULTING IN A TRAFFIC SIGNAL FAILURE SHALL BE 4.990m (16.37') MIN. Q S20 APPLY 200mm (8") WHITE LANE DROP UNE PER CALTRANS STD. PLAN A20C, DETAIL 37. 85 L.M.
REPAIRED IMMEDIATELY BY THE CONTRACTOR AT NO COST TO THE STATE OR CITY OF RANCHO CUCAMONGA. 4. 7.m (1 26) MI MAX. „
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF DAMAGED TRAFFIC SIGNAL EQUIPMENT AND LOOPS SHALL BE REPAIRED OR REPLACED AS NECESSARY IN A (7.50') ( SY1 APPLY 100mm (4 ) SOLID YELLOW MEDIAN ISLAND LINE PER CALTRANS STD. PLAN A208, DETAIL 29. 55 L.M.
ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS TIMELY MATTER TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. VARIES 2.286m MIN. (39.00') (47.00')
SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 23. K-RAIL SHALL BE USED FOR TRAFFIC CONTROL AS REQUIRED BY THE CALTRANS INSPECTOR. 7.696m MAX. VARIES 11.887m MIN. TO 14.326m MAX. S22 APPLY 150mm (6") SOLID WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A20D, DETAIL 39A. 420 L.M.
(25.25')
16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT
CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 24. IN CONJUNCTION WITH THE CLOSURE OF LEFT TURN LANES, THE APPROPRIATE LEFT TURN SIGNAL HEADS SHALL (46.00') (74.00') VARIES 4.877m (16.00'±) LT. S23 INSTALL R81 "BIKE LANE" AND R81A "BEGIN" SIGN ON POST. EA.
BE COVERED BY THE CONTRACTOR IN THE PRESENCE OF THE CALTRANS INSPECTOR. VARIES 14.021m MIN. TO 22.555m MAX. 11", TO 2.438m (8.00 ±)RT.
S24 INSTALL R81 "BIKE LANE" AND R81 B "END" SIGN ON POST. 1 EA.
17. CONTACT ALL UTILITY COMPANIES A5 REQUIRED, 48 HOURS PRIOR TO EXCAVATION.
25. A TRAFFIC CONTROL SYSTEM SHALL CONSIST OF CLOSING TRAFFIC LANES AND/OR SHOULDERS IN ACCORDANCE 30 3.353m (11.00') MAX. �0 525 APPLY SOLID WHITE LANE UNE PER CALTRANS STD. PLAN A20D, DETAIL 38A. WIDTH SHALL MATCH 44 L.M.
18. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL WITH THE DETAILS SHOWN ON THE FOLLOWING CALTRANS STANDARD PIANS FOR LANE CLOSURES: T-11. ALL 0.00m MIN. BUS BAY EXISTING SOLID WHITE LINE TO THE WEST.
UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, INCLUDING ALL ON-SITE GRADING TRAFFIC CONTROLS USED FOR THE TRAFFIC CONTROL SYSTEM SHALL CONFORM TO THE CALTRANS TRAFFIC MANUAL, 1,92% Ml (SEE PLAN)
HAS BEEN COMPLETED. AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED CHAPTER 5, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES". 2.0
4-33% MA ------ •1 I ------
AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. ------------- l .I �, I' i ---
26. TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH SECTIONS 7-1.08 & 7-1.09, AND/OR 86-1.05 & 86-1.06 - - -------------- A L ---------
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: OF THE STATE STANDARD SPECIFICATIONS. - ----A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 27. THE PERMITTEE SHALL BE RESPONSIBLE FOR REMOVAL OF ANY CONFLICTING TRAFFIC STRIPES AND PAVEMENT 32 1 THE QUANTITIES NOTED ON THIS PLAN ARE BY THE ENGINEER SOLELY AS AN ESTIMATE OF THE WORK _
MR. BOB STALLINGS MARKINGS DURING THE LIFE OF THE PERMIT. ALL CONFLICTING TRAFFIC STRIPES AND PAVEMENT MARKINGS I REQUIRED FOR THE PROJECT, THE CONTRACTOR IS HEREBY NOTIFIED TO PROVIDE A BID BASED ON HIS OWN etr/C
FOR BASELINE ROAD CONSTRUCTION REMOVED SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER PRIOR TO COMPLETING THE PERMIT. DETERMINATION OF QUANTITIES AND A COMPLETE JOB.
39 EXISTING IMPROVEMENTS
B. GENERAL TELEPHONE 1-800-483-3000 28. WHENEVER WORK TO BE PERFORMED IS WITHIN 6 FEET OF A TRAFFIC LANE, THE LANE SHALL BE CLOSED
TO BE PROTECTED IN PLACE
C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES.
(EXCEPT THE WORK OF INSTALLING, MAINTAINING, AND REMOVING TRAFFIC CONTROL DEVICES). I
216 N. EUCLID AVENUE 1-800-427-2000 COMM. 29. ANY REMOVAL OF EXISTING STATE FACILITIES SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER
ONTARIO, CA. 91762 PRIOR TO COMPLETING THE PERMIT. ' x
I 0
D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 STREET TREE SCHEDULE 0
9641 SAN CAMONGA, CA. 91730 BERNADINO ROAD (909) 483-7440 ENGR. DEPT. GROW VARIES,
I r1 0
RANCHO CUCAMON0.152m 0.50') MIN. 4.4 NOTICE TO CONTRACTOR:
DESCRIPTION OF REVISION DATE APp oR ED
E. METROPOLITAN WATER DISTRICT (MWD) (909) 593-7474 SYMBOL STREET NAME BOTANICAL/COMMON NAME QTY. SPACING SIZE SPACE F TO 5.800m (19.03 ) MAX.
LA N. MORENO AVENUE THE EXISTENCE AND LOCATION F ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN CITY
OF RANCHO CUCAMONGA
VARIES 1.219m (4.00') MIN. TO ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
LA VERNE, CA. 91750 FOOTHILL BOULEVARD - RHUS LANCEA / AFRICAN 15 20' O.C. INFORMAL 15 5' TO 1.981 m (6.50') MAX.
NON ACTIVITY CENTERS SUMAC GROUPINGS NOT TO GALLON CLEAR EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PUNS ARE NOT INTENDED TO SHOW
F. ADELPHIA COMMUNICATIONS 909 481-1115 PRIMARILY IN R.O.W. EXCEED 25% OF LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE
DUPONT ST. PORTION OF REDHILL)
TOTAL FRONTAGE TREES TYPICAL SECTION FOOTHILL BLVD. PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS.
ONTARIO,
RIO, CA. 91762 - THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM STREET IMPROVEMENT PLANS
FOOTHILL BOULEVARD - PLATANUS ACERIFOLIA / 4 SPACE PER ON-SITE 15 8' STA. 98+65.821111 (323+68.18) TO N.T.S. AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR
G. CHARTER COMMUNICATIONS 909 987-6275 NON ACTIVITY CENTERS LONDON PLANE TREE PLANS - 30' O.C. GALLON CLEAR STA. 101+16.050m (331+89.14 PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING
10808 FOOTHILL BLVD. 120 9093 880-0222 • ON-SITE SUGGESTED. THIS TREE UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, FOOTHILLBOULEVARD
RANCHO FOOTHILL
NCA, CA. 91730 FOR FOOTHILL MUST WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS & DEPTHS,
BE BEHIND THE R.O.W. INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO
PER CALTRANS. STARTING WORK ON THE PROJECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S FROM 351mf !TEST OF ETIWANDA AVE. TO 602m± HEST OF ETIWANDA AVE.
ATTENTION PRIOR TO THE START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE
UNDERGROUND SERVICE ALERT: FOR ANY CHANGES, REVISIONS OR MODIFICATIONS. PLAN be PROFILE
' ( Dan GNerra ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS
STREET TREE INSTALLATION N 0 T E S • ti SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PUCE TO WORK AND
• - & Associates THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE APPROVED BY: DATE
Rp F ESS/0 OCCUPATIONAL SAFETY AND HEALTH REGULATION' OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE
Call: Toll FREE _ _ _ - ---_ __ _ _ ___- __- - -_ -- -_ _ -- -- -- _ o e Nq STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' 'CONSTRUCTION SAFETY ORDERS'. CITY ENGINEER R.C.E. No. 24953
1. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY STANDARDS & SPECIFICATIONS AS
BENCHMARK: ��� ���� E c�F� �, CML ENGINEERS • LAND suRVEYoras
1 -8OO ,� THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS DESIGN � RECOMMENDED
227-2600 PROXIMITY TO HARDSCAPE DICTATES. NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE S.B.C.B.M. 01112 o y �'` 10271-8 TRADEMARK STREET COMPLIANCE WITH THE 'OCCUPATIONAL HEALTH AND SAFETY REGULATIONS' OF THE U.S. DEPARTMENT OF [
TRUNK IS CLOSER TO THREE FEET (3') TO THE FACE OF CURB, UNLESS OTHERWISE NOTED AND 0 m RIINCHOCUC+4MONG/� CA 8173D LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION SAFETY DGA
r all,
NO STREET TREE SHALL BE PLANTED ANY CLOSER THAN 10' FROM THE OUTSIDE DIAMETER OF BOLT STAMPED S.B.C.B.M. 01112 AT 41 m (91M)987-4306 ORDERS'. ._ Dan GIAerV`a
NOTE REGARDING CALTRANS: ANY UNDERGROUND UTILITY (ONLY 5' FROM PUBLIC STORM DRAIN), UNLESS OTHERWISE DIRECTED. FOOTHILL BLVD. do I-15 FWY. IN N. R.C.E. 29224 DRAWN
2. PRIOR TO COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SUITABILITY/FERTILITY SOILS REPORT SHALL CONC. CURB CENTER DIVIDER, N. OF CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RE9"SIBILTTY FOR JOB ti� SHEE
TWO WORKING DAYS BEFORE YOU DIG SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL & Associcifes
BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE W-LY CONC. BRIDGE SUPPORT o DGA =-�- _ OF v
'CAUTION': Remember that the USA Center S �P ?�3 � PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUC�IJSLY AND NOT BE LIMITED TO __
notifies onlythose utilities belonging to A PERMIT SHALL BE OBTAINED FROM CALTRANS FOR ANY BACKFILL SOIL AMENDMENTS AS DETERMINED BY THE CITY INSPECTOR. T COIL
g g qT oR� � NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
the center; there could be other utilities WORK WITHIN FOOTHILL BOULEVARD RIGHT-OF-WAY. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CITY ENGINEERING DIVISION PRIOR ELEV. (1203.744 FEET) 366.901M F OF CA\J E.043M DATE AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE CHECKED DRAWING No.
present at the work site. The center will TO AND AFTER STREET TREE INSTALLATION. ADJ. 10 26 1982 RC. 28224 DNA. OB.91
inform you of who they will notify. / / '� CITY 085z-
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF L IN • LAND SUFIVEY 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. THE OWNER OR ENGINEER.
BENGHMARK
I I
s.B.c.B.M 01112
BOLT STAMPED S.B.C.B.M. 01112 AT
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W-LY CONC. BRIDGE SUPPORT
ELEV. (1203.744 FEET) 366.901M j
ADJ. 10/26/1982 U
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98+50 99+00 99+50 100+00 100+50 101+00 101+50
INSTALL STREET LIGHT ON TRAFFIC SIGNAL INSTALL STREET LIGHT ON TRAFFIC SIGNAL
POLE_ PER PROJECT TRAFFIC SIGNAL PLANS. POLE PER PROJECT TRAFFIC SIGNAL PLANS.
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I �-
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- � PORTIONS OF EXISTING MEDIAN
RECONSTRUCT IN KIND THOSE It w ISLAND DESTROYED OR DAMAGED E--
N a PORTIONS OF EXISTING MEDIAN I DURING CONSTRUCTION. h7
- -+^ - - -- DURING ED --
-
+ —ISLAND CONSTRUCTION. _ -_ +
1� - _ _ __- ---- -- -
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EXISTING STREET LIGHT
ON TRAFFIC SIGNAL POLE
CONSTRUCTION NOTES: CURVILINEAR SIDEWALK NOTES CURVE DATA SCHEDULE: (METRIC) Q
NUMBER DELTA ANGLE TANGENT RADIUS ARC LENGTH
RM. 30 CONSTRUCT 200mm P.C.C. CURB (8") WITH 600mm (24") GUTTER PER CALTRANS STD. PLAN A-87, TYPE A, A2-200. CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH CITY OF RANCHO CUCAMONGA C200 90'DO'00" 10.668 10.668 16.757 DESCRIPTION OF REVISION DATE APPROVED
o ED
SAW-CUT AND REMOVE EXISTING A.C. PAVEMENT / A.C. BE STD. DWG. No. 114. THE GENERAL LINE AND GRADE SHALL BE AS SHOWN ON THESE PLANS. 0201 90'00'00" 10.668 10.668 16.757
1
a2 REMOVE EXISTING P.C.C. LOCAL DEPRESSION / CATCH BASIN. 31 CONSTRUCT P.C.C. ACCESS RAMP PER CALTRANS STD. PLAN A88. APPROVAL OF THE FINAL LAYOUT OF CURVILINEAR SIDEWALKS SHALL BE MADE IN THE FIELD AND C202 18'55'29" 4.699 28.194 9.312
- ADJUSTED AS NECESSARY TO FIT EXISTING FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS 0203 18.55'29" 4.699 28.194 9.312 CI'T'Y OF RANCHO CUCAMONGA
3 UNDERGROUND EXISTING OVERHEAD UTILITY LINES. SEE NOTE REGARDING UNDERGROUNDING 32 CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. NO. 103 do 114. INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. THE PUBLIC WORKS INSPECTOR C204 13'26'40" 4.910 41.657 9.775
33 SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANTICIPATED FIELD INSPECTION. IN THE EVENT C205 12'21'27" 9.019 83.311 17.969
OF UTILITIES, SHEET 1 OF 3. RECONSTRUCT MEDIAN ISLAND AND P.C.C. CURB PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 109. NEW
MAJOR CHANGES ARE PROPOSED THE CONCEPTUAL SIDEWALK LAYOUT PLAN, TWO SETS OF RED-
�—RELOCATE EXISTING TRAFFIC SIGNAL / PULLBOX(S) ETC. REFER TO TRAFFIC SIGNAL PLANS. CONSTRUCTION SHALL MATCH EXISTING MEDIAN ISLAND IMPROVEMENTS. OSE HA0206 91'05'13" 2.485 2.438 3.876 STREET IMPROVEMENT PLANS
�/ 34 CONSTRUCT DRAINAGE INLET (CATCH BASIN) PER CALTRANS STD. PLAN 072, TYPE 'OL', SEE PLAN FOR WIDTH. SAME PLANSLINED SHOWING
THE481HOUR NOTICED SGIVEN TO THE CITY.
BE SUBMITTED BY THE CONTRACTOR AT THE CIt� 207 89'10'58" 2.404 2.438 3.795
5 REMOVE EXISTING CHAIN LINK FENCE. FOOTHILL BOULEVARD
C6>--REMOVE
- REMOVE EXISTING WATER METER PER PROJECT WATER PLANS. 35 CONSTRUCT P.C.C. GUTTER DEPRESSION PER CALTRANS STD. PLAN D78, TYPE 'OL'
FROM 351mt WEST OF ETI1fANDA AVE. TO 602mt WEST OF ETIIIANDA AVE.
REMOVE PORTION(S) OF EXISTING CONCRETE BLOCK WALL AND FOOTINGS. 36 INSTALL 16000 LUMENS STREET LIGHT WITH 8' MAST ARM BY S.C.E., PAID FOR AND COORDINATED BY THE
7 - � DEVELOPER. THE DEVELOPER IS REQUIRED TO INSTALL ANY MISC. FACILITIES (I.E. CONDUITS, PULLBOXES, HANDHOLES LA1V PLAN & PROFILE
( 8 �-REMOVE PORTION OF EXISTING P.C.C. MEDIAN ISLAND. ETC) AS DIRECTED BY S.C.E. _V GUERRA & -
&—REMOVAL
REMOVE EXISTING TREE TO THE SATISFACTION OF THE PROJECT SOILS ENGINEER. TREE 37 RELOCATE EXISTING ABOVE GROUND UTILITY VAULT/BOX. '_'' APPROVED BY: DATE IS SUBJECT TO TREE REMOVAL PERMIT BY THE CITY OF RANCHO CUCAMONGA QRpF ESS/0,1 ASSOCIATES / G
PLANNING DIVISION. 38 RELOCATE OR ADJUST EXISTING UTILITY VAULT TO GRADE TO THE APPROVAL OF GOVERNING AGENCY. ���`����� E. OOFPF CMLElQINEEAS • LAND SURVEYORS CITY ENGINEER �'L(_- R.C.E. N0. 24953
10 RELOCATE EXISTING FIRE HYDRANT ASSEMBLY PER PROJECT WATER PLANS. 39 CONSTRUCT 153mm (6") MINIMUM A.C. PAVEMENT OVER 102mm (4") MINIMUM CLASS II AGGREGATE BASE, DESIGN RECOMMENDEj�
SEE GENERAL NOTE NOS. 9 8c 10, SHEET 1. ��' oP P9 INCH B TRADEMARK STREET /
�� xi FiAtJCF10�)a�CA9,730 DGA Dan Guerra
11 REMOVE EXISTING P.C.C. CURB AND GUTTER. R.C.E. 29224
(40 CONSTRUCT P.C.C. DRIVE APPROACH PER RANCHO CUCAMONGA STD. DWG. N0. 101, TYPE "C". � DRAWN I SHEET ,�j
12 REMOVE EXISTING TRAFFIC SIGN. 41 INSTALL STREET TREES PER STREET TREES CONSTRUCTION NOTES AND STREET TREE SCHEDULE, SHEET 1 OF 3. `rT CN1L DGA -/ ASSOCiate
S 2 OF "
EX�
REMOVE EXISTING TRAFFIC SIGN do RELOCATE PER STRIPING PLAN.
111�11111142 RELOCATE EXISTING BUS STOP BENCH TO PROPOSED BUS BAY PER CALTRANS STANDARDS AND SPECIFICATIONS. ATF OF CAL�FC/
DANIEL E QAJEFiRA TE CHECKED DR,AIPING No.
Id KErnove sxlsT 30 DIA. sTorm VMA 1Q, R.c �'EV 03� CITY CML ENGINEERS • LAND SURVEYORS I
43 CONSTRUCT 150mm A.C. DYKE PER CALTRANS STD. PLAN A87, TYPE A.
3h> � o�