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HomeMy WebLinkAbout1681-S BENCH MARK: DAY CREEK BOULEVARD SEE DAY CREEK BLVD. STREET IMPROVEMENT PLANS I 140.14' 12' 51.57'1 51.57' 25' k' 67 li7p I ' � r I ✓ I I .-• �yor/M �� g 47 40 - --- - I - 3 �- z 13 i - 12ID N I a SCALE IN FEET cp 40 8 1 0 ! 0 TRAFFIC NOTES . '. — I I �Exiec•� � 0 -6" DASHED WHITE STRIPE IC CALTVAN3 5ra A-2n0(39A) 77.53 45.11 o , �.22.so 8" SOLID WHITE STRIPE P Cs►t-T�'N5 57D A-ZoD(36A� •, r ®-6" SOLID WHITE STRIPE FM CALTPANl� Sro A-20D(3q) I 92 eA Q TYPE H MARKERS PER RSC. STD. 133 I DESCRIPTION of REVISION DATE APPROVE CITY of RANCHO CUCAMONGA VICTORIA PARK LANE TRACT N O . 15875 -1 VICTORIA PARK LANE STRIPING PLAN Of APPROVED BY: DATE �ofEU QaoFEssroyCITY ENG I NEER &_ Mfr ; RCE No .24953 at MTON F76, DESIGN MADOLE 6 ASSOCIAtES, INC. RECO .` a .y � •'y OF THE INLAND EMPIRE W 4 CONSULTING CIVIL ENGINEERS . Na. 14814 +� No. 14814 LAND PLANNERS - LAND SURVEYORS ` DRAWN 10601 CHURCH STREET SUITE 107 SHEET t. I it o Exp: 3-31-01 it RANCHO CUCAMONGA. CA 91730 (909)948-i3i1 of ck FI c�1 ����! — — O F t' y CHECKED RCE No 249 _ DRAWING NO . DATE d - FILE No /(o81 "S *P* VICIORIA PK. LN. SI RI PING PLAN - 7 [0, 7201PF : 1261 12141 15-Jan-99 10: 13 AN / 126- 1261- 1 PROJECT SHEET NO. ___ OF DWG. DATE S ! GENERAL NOTES: R 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS C FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE U TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. 2. ALL PIPELINES 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, RELOCATED, OR PROTECTED IN PLACE AS ci REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. p Q Lf, 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF Of M WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING DAY CREEK BOULEVARD 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 ENGINEERING Z 11 `�� DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF0 3 w < Q C r: Uj RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. W Ow <> of 0 wU a g M> w> �w W Q (r" � < CD WO W 0 11 fro 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. m m� Cr N <a m `` PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS > N O �, 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 WARRED OR VERTICAL CURVE AREAS. 6. ALL SEWER . WATER, ELECTRIC. GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR INDEX MAP CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. SEE SHEE1 2 NOT TO SCALE 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 NOTES ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY CIL CONTENT AND GRADATION OF ASPHALT PAVING. 1) All details and dimensions for traffic striping and markings and the installation 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL thereof shall conform to Caltrans, Standard Specifications, Troflc Manual, Maintenance FUTURE "611L AND AVE BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- Manual and Standard Plans and City Standard Plan No. 133, unless otherwise approved TIONS COMPLETED TO VERIFY A-VALUE. SIEVE ANALYSIS AND SAND EQUIVALENT or directed by the City Engineer. OF AGGREGATE BASE. SILVERBERRY ST 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN 2) Procedures for pointing of striping and povment markings and installation of pavement TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTIONS. markers shall conform to to Standard Specifications for Pubic Works Construction and the following provisions. LA N VICTORIA PARK 11 Il. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL. A. All pavement markings shall conform to city maintenance stencils, (S.A.E.) unless THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE SUGAR otherwise noted. AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY z GUM ST BETTER THAN THE NATIVE MATERIAL. B. All conflictingtraffic striping & pavement markings shall be removed b WET SANDBLASTING. W p g p g y = o PROJECT SITE 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED to BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE C. Sufficient control) points and spotting shall be set for accurate and complete installation MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. of new or replacement striping and markings. BASE LINE ROAD w D D. All control points and spotting removed during sandblasting shall be replaced prior w 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE to installation of striping and markings. Q DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES �I BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT r w o I� E. All control points and spotting shall be inspected and approved by the City Traffic W U Q SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED Engineer prior to installation of new or replacement striping and markings. 3 IN THE OTHER ITEMS OF WORK. w F. All traffic striping & pavement markings installed on new road surfaces CHURCH STREET 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401 -A AND 401 -B shall be an approved low VOC type, 15 ml thick (wet). Installation shall o SHALL BE CONSTRUCTED AT EACH INTERSECTION. r o y be In two coats with the second a minimum of two weeks after the first, unless c _j yiP 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY otherwise noted. Q FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. G. All thermoplostick striping and pavement markings shall be installed in one coat UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE and be 10 ml thick (dry), unless otherwise noted. VICTORIA CITY ENGINEER FOR APPROVAL. FOOTHILL BLVD 16. WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN. HAZARD FREE. ORDERLY STATE, H. Under no conditions shall o roadway be left over night, weekends or holidays THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. without appropriate striping & markings to the satisfaction of the City Engineer. 17. NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR TO FILL PLACEMENT. I. All traffic striping & pavement markings shall be installed with all appropriate \tib permits and traffic control messures, in accordance wlh city and state standards. 18. CONTACT UNDERGROUND SERVICES ALERT AS REGUIRED. TWO WORKING DAYS PRIOR TO EXCAVATION. PHONE N0. 1 -800-422-413,3 J. Temporary or construction striping and marking shall be in accordance with city and state standards and as directed by the City Traffic Engineer. PROVIDED FOR YOUR CONVINIENCE ARE THE FOLLOWING: 3) Street Name Signs shall be installed per City Standard Plan No. 401 -A. A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-791 1 4) Traffic Signs shall be installed per City Standard Plan No. 401 -B. MR. JAMES FREI FOR BASELINE ROAD CONSTRUCTION VICINITY MAP B. GENERAL TELEPHONE COMPANY (800) 403--3000 NOT To SCALE FOR UNDERGROUND SERVICE C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 19B1 W. LUGONIA AVENUE REDLANDS, CA. 92373 D. CUCAMONGA COUNATY WATER DISTRICT (909) 987--2591 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA. 91730 E. METROPOLITAN WATER DISTRICT (909) 593--7474 CONSTRUCTION NOTES & QUANTITIES: 700 N. MORENO AVENUE LA VERNE, CA. 91750 F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 10 APPLY 4" SKIP WHITE LANE PER CITY STD. PLAN 133. 768 L.F. 7951 REDWOOD AVENUE FONTANA, CA. 92336 �2 APPLY 8" SOLID WHITE STRIPE PER CITY STD. PLAN 133. 200 L.F. G. PACIFIC TELEPHONE COMPANY (714) 999--86639 O APPLY 4" SOLID DOUBLE YELLOW STRIPE PER R.C. STD. 133 508 L.F. 19. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT ® APPLY DIRECTION ARROWS & PAVEMENT LEGEND AS SHOWN 9 EA- SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN ON PLAN. CALTRANS STD. 6-22 AND 6-23. THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS O5 APPLY 4" SOLID WHITE EDGE LINE PER R.C. STD. 133. 890 L.F. INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE © SATISFACTION OF THE CITY ENGINEER. CONSTRUCT 4" A.C. OVER 4" A.B. 3612 S.F. 20. ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB. THE INSTALLATION OF STREET LIGHTS, STREET SIGNS. AND FIRE HYDRANTS SHALL BE LOCATED BEHIND THE SIDEWALK. DESCRIPTION Of REVISION DATE JAPPROVED PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: CITY Of RANCHO CUCAMONGA THE SHOWN I ONNTHESE PLANSCE AND RE OBTAINED BDYEAGSEARCH OF (AVAILABLE RECORDSTION OF ANY UNRROUND UTILTIES OR ; TO TR. 15875-01 THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIARY BASE LINE ROAD AT MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE: DRAWINGS. THE DAY CREEK BOULEVARD CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. INTERIM STRIPING PLAN THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY EXISTING SURVEY MONUMENTATION FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS APPROVED BY: �-�• DATE PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL Underground Service Alert CITY ENGINEER �„� �(f�(,( i RCE NO 24953 APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CALL I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD p �ip�� CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER �LTgv'"l DESIGN - RECOMMENDED Cn HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH TOLL FREE THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY RD MF �� Cn RD/ GrJ�-LTiN :.r. rJGo-Jrrk; '�' lv '.!'vT/4 1__.— L THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING c� "W', ABX '�A NIRRc FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 1 -800 EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: v �' � No. 14814 rn DRAWN '����� �-��,R -REFI sui�E �c, SHEET % RANC, CJCAhlONGA. CA 9r -3C Y 422-4133 Exp: 3-31-01 M F °° Q43 "3.1 2 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT OF w 0-1 ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. C �� �P CHECKED —_ I ,,-_ RCE No 148Lf-_ DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG ��� �� o��,F�s` � 7'�'1�4�-� _ � DATE: 4 -19-99 J.M. MADOL E R.C.E. 14814 R D Q DATE'ZL_-g — FILE No �Irojec� 5k�-�- la DWG. DATE: 5/26199 d DJ (D CD Q Cl QI C7 CD N U) Q I d uw9 a' + (i I in LO ry a E : E Ij :i ILn t C4 n , !! I II QCcll �c U Co ;i c sa age SCALE IN FEET —J c0 cq o I 0 40 80 120 160 Of _ - cr o ^ LO PROPOSED CCESS ROAD Lu I I PER ROUGH RADE PLANS \ Q O 0 I ` 13' 13 t S NG CURB AND GUTTER EXI TI 5 4 TYP. 1 - - - -- - 4 TYP N� 5 N EX E - -t-- 3 _. 301 �— — — — — — — — — PROP. IMPROVEMENTS - PER CITY PROJECT NO 1655 -� 3 2 E 6 5 --� - ---- " -"" EXISTING PAVEMENT MARKINGS ,. REMOVE ALL EXISTING CONFLICTING PAVEMENT MARKINGS 1 _ z cn BASE LINE ROAD z 0 � z F— X U7 W X W W O z O W -- TEMPORARY ACCESS ROAD DESCRIPTION of REVISION DATE APPROVED CONSTRUCTION NOTES CITY of RANCHO CUCAMONGA PAD O TR. 15875-01 APPLY 4" SKIP WHITE LANE PER CITY STD. PLAN 133. �q sC ��pPF O2 APPLY 8" SOLID WHITE STRIPE PER CITY STD. PLAN 133. BASE LINE ROAD AT SAF APPLY 4" SOLID DOUBLE YELLOW STRIPE PER R.C. STD. 133 DAY CREEK BOULEVARD ✓ ® APPLY DIRECTION ARROWS do PAVEMENT LEGEND AS SHOWN INTERIM STRIPING PLAN ON PLAN. CALTRANS STD. 6-22 AND 6-23. AC OVER COMPACTED NATIVE F.L. @ 1% MIN. O5 APPLY 4" SOLID WHITE EDGE LINE PER R.C. STD. 133. APPROVED BY: DATE: (% � © CONSTRUCT 4" A.C. OVER 4" A.B. PROVIDE A 2 -f4- WIL)E- CITY ENGINEER RCE No 24953 U C'V DESIGN RECO DED cin PAVED SHOULDER . = RD/MF v,�: J"�''C"s s/27 w 0 0 No. 14814 m AN �r - SPLA P U DRAWN "' " SHEET % Exp: 3-31-01 PAN M AV'Nr ,A. A ,a r MF �4� , �, � 2 LLJ Y civi� P 2 ofLLJ q�OF-040CHECKED ~h RCE No L4 -� - DRAWING N0. �+ Q RD 6_—g FILE No ��U U/ -semin fee-+ 5kLL+ DWG. DATE x_26/99--._