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Home My WebLink About1546-S GENERAL NOTES STRIPING NOTES EXISTING SURVEY MONUMENTATION PROVIDED FOR YOUR CONVENCIENCE ARE THE FOLLOWING: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS , THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE REVISIONS TO STANDARD PLAN 133 , PG. 2 OF 2 , 4-25-95 Bp STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE A. CUCAMONGA COUNTY WATER DISTRICT 909-987-2591 WITH AND SHALL BE RESPONS I BLE FOR ADHERENCE TO THESE STANDARDS AND SPEC I F I CAT I ONS. 1. ALL DETAILS AND D I MENS I ONS FOR TRAFFIC STRIPING AND MARK I NGS AND THE DESCRIBED AS FOLLOWS: 9641 SAN BERN ARD I N 0 ROAD 2. ALL P I PEL I NES OR SUBSTRUCTURES OF ANY KIND , TELEPHONE OR POWER POLES , WATER METERS , VALVES , FIRE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS STANDARD SPEC I F I CAT I ONS , RANCHO CUCAMONGA, CA 91730 HYDRANTS , ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD PLANS AND CITY STANDARD ❑j 1" IRON PIPE LOCATED AT THE NORTHEAST CORNER OF PARCEL 1 OF P.M. NO. 4869 , BK. 49 G. 46 & 47 WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED , RELOCATED OR PROTECTED IN PLACE AS REQU I RED AT PLAN NO. 133 , UNLESS OTHERWISE APPROVED OR DIRECTED BY THE CITY ENGINEER. B. METROPOLITAN WATER DISTRICT 909-593-7474 NO COST TO THE CITY OF RANCHO CUCAMONGA. PO BOX 54153 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARK I NGS AND INSTALLATION PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THIS PROJECT, A COPY OF THE CORNER RECORD F I LED BY A LOS ANGELES, CA 90054 SOLELY RESPONS I BLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE C. SOUTHERN CALIFORNIA EDI SON 909-947-8201 OPERAT I ONS , WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING PROV I S I ONS. USED TO RESET THAT MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROV I DED TO THE CITY. 1351 E. FRANCIS STREET 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED BY A ONTARIO, CA 91761 ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-0F-WAY. A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEY5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE (S.A.E. ) UNLESS OTHERWISE NOTED. THE RELATED PERMANENT WITNESS MONUMENTS AFTER YOR FOR FOR COMPLETION OF THE PROJECT SHALL BE PROM I DED TO THE THE RESETTING OF THE EXISTING MONUMENTS AND D. GENERAL TELEPHONE 909-980-1526 FIELD POINTS , EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB--GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT CITY. 9000 HELLMAN AVENUE 909-865-6505 INSPECTION INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQU I RED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARK I NGS SHALL BE RANCHO CUCAMONGA, CA 91730 CURVE AREAS. REMOVED BY WET SANDBLASTING. 6. ALL SEWER , WATER, ELECTRIC , GAS , PHONE OR OTHER UTILITY LATERALS , MAINS , OR CROSSINGS SHALL BE E. SOUTHERN CALIFORNIA GAS 909-798-7730 CONSTRUCTED PRIOR TO PAVING. C. SUFF I C I ENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE AND PO BOX 3 REDLANDS, CA 92373 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE F. SCOTT CABLE T.V. 909-987-7122 COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE D. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE 9524 19TH STREET MATER I ALS AND/OR SURFACING. REPLACED PRIOR TO INSTALLATION OF STRIPING AND MARK I NGS. ALTA LOM A, CA 91701 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE , SIEVE ANALYSIS AND SAND REPLACEMENT STRIPING AND MARKINGS. EQUIVALENT OF AGGREGATE BASE. BENCHMARK 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH THE STRUCTURAL SECTION SHOWN HEREON. F. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE AN APPROVED LOW VOC TYPE , 15 mil THICK (WET). 2" BRASS DISC ON TOP OF CURB MARKED 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONS I STS OF A ROCKY MATERIAL , THE SUB-GRADE INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO "RANCHO CUCAMONGA 10061, 1987" AT NORTH- SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB--GRADE AND ALL VOIDS OR DEPRESS I ONS WEEKS AFTER THE F I RST, UNLESS OTHERWISE NOTED. WEST CURB RETURN, CARNELIAN STREET AND SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. BASELINE STREET, CITY OF RANCHO CUCAMONGA 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE , A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED ELEVATION: 1449.338 M.S.L. UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL IN ONE COAT AND BE 10 mil THICK (DRY) , UNLESS OTHERWISE NOTED. PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS OR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED SATISFACTION OF THE CITY ENGINEER. AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401-A AND 401-B SHALL BE CONSTRUCTED AT EACH 1 . ALL TRAFFIC STRIPING AND PAVEMENT MARK I NGS SHALL BE INSTALLED WITH C/L INTERSECTION. ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES , IN ACCORDANCE 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND WITH CITY AND STATE STANDARDS. OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN J 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN , HAZARD FREE , ORDERLY STATE , THROUGHOUT CONSTRUCTION. ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY U' SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. TRAFFIC ENGINEER. 60' 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED , 2 WORKING DAYS PRIOR TO EXCAVATION. 3. STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-A. 12.50' 13' 4. TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401--B. 11' 6.5' 2 ' SAWCUT LINE EXISTING IMPROVEMENTS 23 1 2• VARIES 2.0% 3 O10 2 w w BASE LINE ROAD TYPICAL SECTION w BASE LINE ROAD NO SCALE EXISTING MARKING (TYP.) BUS BAY/RT . TURN LANE PER STD . PLAN NO . 119 COY ----------------- = 0 TYPE A1-8 CONCRETE CURB PER STD . PLAN NO . 104 EXISTING STRIPING (TYP.) 00 ——' - - - -- - _----- - _ - T 4,� THICK P . C .C . SIDEWALK PER STD . PLAN NO . 103 ------------- j � c� J PAINT TRAFFIC LEGENDS PER m " " T REMOVE EXISTING A . C . PAVEMENT a CALTRANS STD. DETAILS (S.A.E.) PAINT 8 SOLID WHITE STRIPE 6 OFF EDGE OF GUTTER SOLO WHIEXISTING TE STRIPE 7�_ _ 5" AC / 6 " AB OR AC THICKNESS 1 " GREATER THAN EXISTING TO REMAIN+ PAINT TRAFFIC LEGENDS PER EXISTING ( WHICHEVER IS GREATER) . REMOVE EXISTING 6" SOLID WHITE STRIPE CALTRANS STD. DETAILS (S.A.E.) COLD PLANE EXISTING A .C . 5 ' PAST SAWCUT LINE ( MIN . 0 . 10 ' a ° a ° a - ` _-_:= ------ - ---- - --- - - -- --- DEEP ) AND OVERLAY WITH A .C . ,.�..�.� ; REMOVE ° c c d ° c ° a BUS STOP SIGN `> P T ° a —.-T4 ARKING --- R-18-1 2 R—$9 i�1Rt LANE SI -_--- - --- -- _ � -RELOCATED - -`—JN E W LOC�4 TtOfJ �� I I R-89 BIKE LANE SIGN 11+92.00 STREET LIGHT WITH 8' AS ARM /BUS STOP SIGN ;. TO BE RELOCATED NEW LOCATION 22 (INSTALLED BY S.C.E.) 21 12 �\ Lu R-2 45 SPEED LIMIT SIGN ATTACH R-26(S) SIGN TO LIGHT OL NEW LOCATION 22 SPEED LIMIT SIGN LLJ TO BE RELOCATED < V) > LA PAIX ST. Q w SIGNING AND STRIPING PLAN: BASE LINE RD. z U' CITYLOMITA DR. 4? ,�, DESCRIPTION OF REVISION DATE APPROVEDSCALE. ZO ROBERDS STREET �',\�=;''•r zSITE ! CITY OF RANCHO CUCAMONGA Q BASE LINE ROAD � ;`` TITLE SHEET/ SIGNING AND STRIPING a, z Q e7h" W4141, �8i�,��- BASE LINE ROAD Q MICHAEL A. MEDOFER flA7E .� Q RCE 47604 XP 12/31/95 EAST OF CARNELIAN STREET T Q Z LL APPROVED BY: /' ,� DATE/O- CITY ENGINEERS t t� R.C.E. NO. 24953 BALSA Ti DESIGN RECOMMENDED DIAL TOLL FREE T.T.F. .�� VICINITY MAP 1 -800-422-4133 NAS ENGINEERING - `- o v DRAWN SHEET �1 20 0 20 40 60 80 caM arc[ SURVEYM . LW PUNNIM AT LEAST TWO DAYS CD T.T.F. sss° ° n `.a�'°'°'�°z5m' �°� ss°° 1 2 N O SCALE BEFORE YOU DIG CHECKED4 04.4 DRAWING NO. M.A. MEDOFER R.C.E. NO. 47604 15465 SCALE 1 " = 20 ' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 3 T.T.F. DATE 08-01 -95 FILE NO. w