The URL can be used to link to this page

Home My WebLink About2562AHEAD AHEAD AHEADAHEADSIGNALSIGNAL(E) R/W (E) ST CL CL INT TOWN CENTER DRIVE 18+16.48= TERRA VISTA (PRIVATE) 10+00.00 A B SAWCUT LINE 01 54 52 54 50 53 54 END01 BEGIN01 59 59 58 58 60 58 TOWN C E N T E R D R I V E TERRA VISTA PARKWAY(PRIVATE)15+00 16+00 17+00 18+00 14+0058 59 C 50 55 59 60 59 58 56 56 61 61 61 61 REMOVE (E) AC PAVEMENT. SEE DEMOLITION NOTE 10 SHEET 2. REMOVE (E) CONCRETE PAVEMENT/SIDEWALK. SEE DEMOLITION NOTE 10 SHEET 2. REMOVE (E) TREE. SEE DEMOLITION NOTE 5 SHEET 2. SAWCUT (E) PAVEMENT AS NEEDED. SEE DEMOLITION NOTE 6 AND 10 SHEET 2. PROTECT (E) STREET LIGHT STANDARD. PROTECT (E) FIRE HYDRANT. REMOVE (E) CURB AND GUTTER. (E) TREE TO REMAIN AND BE PROTECTED. SEE DEMOLITION NOTE 5 SHEET 2. 01 50 52 53 54 55 56 PROTECT (E) AC PAVEMENT. PROTECT (E) CURB AND GUTTER. A B APPROXIMATE LIMIT OF WORK. 51 PROTECT (E) CONCRETE SIDEWALK. DEMOLITION LEGEND LABEL DESCRIPTION DEMOLITION KEYNOTES DESCRIPTIONKEY NOTE PROTECTION KEYNOTES PROTECT (E) SIGN AND FOOTING. PROTECT (E) CURB. DESCRIPTIONKEY NOTE 57 PROTECT (E) SANITARY SEWER FACILITIES. 58 PROTECT (E) ELECTRICAL FACILITIES. 59 PROTECT (E) WATER FACILITIES. 60 PROTECT (E) COMMUNICATION FACILITIES. REMOVE (E) LANDSCAPING. SEE LANDSCAPE AND IRRIGATION PLANS FOR IMPROVEMENTS.C QUANTITIES 77 LF QUANTITIES 1351 SF 231 SF 899 SF 2 EA 61 PROTECT (E) SURVEY MONUMENT. CITY OF RANCHO CUCAMONGA TOWN CENTER DRIVE FROM PRIVATE DRIVE TO TERRA VISTA PARKWAY (PRIVATE) APN 1077-423-01 APPROVED BY CITY ENGINEER DESIGN DRAWN CHECK RECOMMENDED SHEET DRAWING NO. OF DATE R.C.E. NO. LPA INC. 5301 CALIFORNIA AVENUE, SUITE 100 IRVINE, CALIFORNIA 92617 949-261-1001 OFFICE 949-260-1190 FAX DATE FILE NO. R.C.E. NO. DESCRIPTION OF REVISION CITY APPROVEDDATE 2 ELEVATIONS SHOWN HEREON ARE BASED ON THE CITY OF RANCHO CUCAMONGA BENCH MARK “10039”, BEING A 2” BRASS DISC IN CONCRETE CURB STAMPED “CITY OF RANCHO CUCAMONGA BM 10039 1987” AT NORTHWEST CORNER OF FOOTHILL BOULEVARD AND HAVEN AVENUE, 1 FOOT NORTH OF BCR AT SOUTHERLY END OF CATCH BASIN. ELEVATION = 1208.173'. BENCHMARK: ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 AMGAssociates.com 26535 Summit Circle Santa Clarita, CA 91350 661-251-7401 Office LPA, INC. AMG & ASSOCIATESS DESIGN-BUILD TEAM 1 TITLE SHEET & DEMOLITION PLAN NONE N.T.S. 1 TITLE SHEET 2 PLAN 3 STRIPING PLAN N.T.S. PROJECT LOCATION PROJECT LOCATION VICINITY MAP LOCATION MAP SHEET INDEX FOOTHILL BLVD NN 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 OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPE LINES 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 TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 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 RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 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 INTERVALS. ADDITIONAL PAVING 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. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 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. 9. PRIOR INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS 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 MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. 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 OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUREST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 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. 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. CITY GENERAL NOTES FOOTHILL BLVD. ARROW RTE. 8TH ST. 6TH ST. 4TH ST. BASELINE RD. HIGHLAND AVE. WILSON AVE. HILLSIDE RD. 19TH ST. ALMOND ST.VINEYARD AVE.HERMOSA AVE.HAVEN AVE.MILLIKEN AVE.ROCHESTER AVE.ETIWANDA AVE.EAST AVE.CARNELIAN ST.CHERRY AVE.http://moneycentral.msn.com/articles/common/moneymonday17.asp?special=msn ARCHIBALD AVE.HAVEN AVENUEBASELINE ROAD MILLIKEN AVENUETERRA VIS T A P A R K W A Y 1. ELECTRICITY SOUTHERN CALIFORNIA EDISON 800-655-4555 RANCHO CUCAMONGA MUNICIPAL UTILITY 909-919-2612 2. GAS SOUTHERN CALIFORNIA GAS - RESIDENTIAL 800-427-2200 SOUTHERN CALIFORNIA GAS - COMMERCIAL 800-427-2000 3. CABLE TV SPECTRUM 888-892-4357 FRONTIER COMMUNICATIONS 855-386-1691 DIRECTV 844-872-8154 4. SEWER CUCAMONGA VALLEY WATER DISTRICT 909-944-6000 5. WATER CUCAMONGA VALLEY WATER DISTRICT 909-944-6000 6. REFUSE BURRTEC DISPOSAL 909-987-3717 7. SATELLITE HUGHESNET 877-464-9363 UTILITY PURVEYORS I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: EXISTING SURVEY MONUMENTATION DATED: 06/01/2022 ______________________________________________________ SCOTT T. BENNETT L.S. 9708 TOW N C E N T E R DRI V E CITY OF RANCHO CUCAMONGA TOWN CENTER DRIVE STREET IMPROVEMENTS N 1" = 20' 20100 40 01DEMOLITION PLAN 2562 6/14/22 67514 8"FW3"DWM8"FW MVAN40 39 38 37 41 393837383939 38 37 4 0 3 9 3 8 4 1 3736.7 373840 39 40 3740 4 2 KEEPCLEARAHEAD AHEAD AHEADAHEADSIGNALSIGNALKEEPCLEAR 15+00 16+00 17+00 18+00 14+0041.10FS 41.21BW 40.68TC 0"CF (42.26)TC (42.26)FS 0" CF 42.18TC 42.18FS 0" CF (39.72)TC (39.24)FS 39.27FS 41.82FS 40.23FS 0"CF 39.50FS PRC 39.58FS EC (39.08)FS BC/JOIN 39.19BW JOIN 41.56BW 41.93BW 42.09FS 42.20BW 40.78BW 40.05 BW (40.92)TC (40.25)FL 41.45FS (0.92% )(0.92%)CL DWY15+68.23W=56' 01 02 03 6' 6'15+00 16+00 17+00 18+00 14+00N21°48'04 "W16+05.51 ECR (40 .56 )TC (39 .87 )FLJOIN 15+30.59 BCR39.93TC39.26FL 56.00'15+37.46 ECR40.15TC0"CF16+05.51 BCR40.60TC0"CF11.89 ' TOWN C E N T E R D R I V E TERRA VISTA PARKWAY(PRIVATE)03 17+88.97 BCR(42.10)TC(41.40)FL8" CFJOIN04 (42.5±)TC (42.0±)FS 6" CF JOIN 42.24BW 42.13FS R8.00'15+30.59 (39 .89 )TC (39 .24 )FL JO IN 40.23TC 0"CF (0.92%) 39.80FS 39.91BW 4'4' 39.69BW 39.38BW 39.61BW 1.8%MAX1 . 8%MAXCL INT TOWN CENTER DRIVE 18+16.48= TERRA VISTA (PRIVATE) 10+00.00 04 04 04 CITY EASEMENT PER SEPARATE DOCUMENT CITY EASEMENT PER SEPARATE DOCUMENT 01 02 - OFFSITE LEGEND DESCRIPTIONSYMBOL STREET CONSTRUCTION NOTES CONSTRUCT DRIVEWAY APPROACH (TYPE C) PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 101. CONSTRUCT FULL DEPTH AC. 03 CONSTRUCT 6' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NO. 103. QUANTITIES 1 EA 227 SF 1,688 SF SAWCUT (E) PAVEMENT AS NEEDED. SEE SHEET 1. FULL DEPTH AC 04 CONSTRUCT VARIABLE HEIGHT CURB PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 104. CURB HEIGHT PER PLAN.22 SF DESCRIPTIONKEY NOTE NOTE TO CONTRACTOR ELEVATIONS SHOWN ON PLAN ARE TRUNCATED VALUES. ADD 1200 TO THE ELEVATIONS SHOWN FOR CONSTRUCTION STAKING BASED ON THE PROJECT BENCHMARK.VANKEEPCLEARAHEAD AHEAD AHEADAHEADSIGNALSIGNALKEEPCLEAR TOWN C E N T E R D R I V E 81 8179 80 80 TERRA VISTA PARKWAY(PRIVATE)15+00 16+00 17+00 18+00 14+0079 79 79 82 82 PAINT 12" WIDE WHITE STRIPE WITH THERMOPLASTIC PAINT, WHERE INDICATED. 79 PAINT WORDS "KEEP CLEAR" PER CALTRANS STANDARD PLAN A24E WITH THERMOPLASTIC PAINT, WHERE INDICATED. 80 REMOVE EXISTING STRIPING WITHIN THE PROPOSED KEEP CLEAR ZONE. 81 OFFSITE STRIPING CONSTRUCTION NOTES: DESCRIPTIONKEY NOTE QUANTITIES 2 EA 250 LF 120 LF INSTALL "DO NOT BLOCK INTERSECTION" SIGN R10-7 PER CA MUTCD FIGURE 3B-18.82 2 EA 0303 N 2 GRADING & STRIPING PLAN CITY OF RANCHO CUCAMONGA TOWN CENTER DRIVE FROM PRIVATE DRIVE TO TERRA VISTA PARKWAY (PRIVATE) APN 1077-423-01 APPROVED BY CITY ENGINEER DESIGN DRAWN CHECK RECOMMENDED SHEET DRAWING NO. OF DATE R.C.E. NO. LPA INC. 5301 CALIFORNIA AVENUE, SUITE 100 IRVINE, CALIFORNIA 92617 949-261-1001 OFFICE 949-260-1190 FAX DATE FILE NO. R.C.E. NO. DESCRIPTION OF REVISION CITY APPROVEDDATE 2 ELEVATIONS SHOWN HEREON ARE BASED ON THE CITY OF RANCHO CUCAMONGA BENCH MARK “10039”, BEING A 2” BRASS DISC IN CONCRETE CURB STAMPED “CITY OF RANCHO CUCAMONGA BM 10039 1987” AT NORTHWEST CORNER OF FOOTHILL BOULEVARD AND HAVEN AVENUE, 1 FOOT NORTH OF BCR AT SOUTHERLY END OF CATCH BASIN. ELEVATION = 1208.173'. BENCHMARK: ARCHITECTURE ENGINEERING INTERIORS LANDSCAPE ARCHITECTURE PLANNING 949-261-1001 Office 949-260-1190 Fax LPADesignStudios.com 5301 California Avenue, Suite 100 Irvine, California 92617 AMGAssociates.com 26535 Summit Circle Santa Clarita, CA 91350 661-251-7401 Office LPA, INC. AMG & ASSOCIATESS DESIGN-BUILD TEAM 1" = 20' 20100 40 01STREET PLAN 1" = 20' 20100 40 01STRIPING PLAN N 2562 6/14/22 67514