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HomeMy WebLinkAbout1576 T T T 1 CONSTRUCT 4" A.C. PAVEMENT OVER 4" AGGREGATE BASE PER CITY OF RANCHO 127660 S.F. CUCAMONGA STD. PLAN 100-A. Elk EME T L N F T_ SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. 137430 S.F. TK EET I M H R U V 3 CONSTRUCT DRIVE APPROACH AND SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 2,820 S.F. PLAN 101-C. t- TSIGN 4�- CONSTRUCT CONCRETE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103. 6,502 S.F. SIGN SIGN (WIDTH PER PLAN) 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHOv 7r 10 Fl I A S I IR 5 CONSTRUCT 8"" CURB AND GUTTER (A2-8) PER CITY OF RANCHO CUCAMONGA STD. 11049 L.F. CUCAMONGA STANDARDS AND THE STANDARDS SPECIFICATIONS FOR PUBLIC WORKS PLAN 104. CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. G)_CONSTRUCT CURB OPENING CATCH BASIN WITH LOCAL DEPRESSION (CASE A) PER 1 EACH CITY OF RANCHO CUCAMONGA STD. PLAN 300 AND 307. W=4'-0" V=4'-0°" H=2#1, 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER % I IATE SuHUUL METERS, VALVES, FIRE HYDRANTS ETC, SHAWN OR NOT SHOWN ON THESE PLANS WITHINETIWAll"INIUA .1IN' TE"N"' MED T INSTALL 18" R.C.P. 2000 - D. 11 L.F. 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 REQUIRED ATub RELOCATE EXISTING UTILITY POLE AS DIRECTED BY EDISON AND CITY OF RANCHO 2 EACH NO COST TO THE CITY OF RANCHO CUCAMONGA. ETIWANDA ELEMENTARY CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF 9 RELOCATE EXISTING TRAFFIC SIGN AS DIRECTED BY SCHOOL DISTRICT AND CITY OF 3 EACH WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING RANCHO CUCAMONGA. FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. T X E-- Q T-Q_l 8-HIGHLAND REMOVE EXISTING TREE. 39 EACH 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING 1 . THE CONTRACTOR AGREES THATHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY AVENUE WEE DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, 11 PROTECT IN PLACE. ----- CUCAMONGA EASEMENT OR RIGHT-OF-WAY. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE 12 ADJUST EXISTING VALVE FRAME AND COVER TO GRADE. 6 EACH 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH 13 ADJUST EXISTING METER BOX TO GRADE. 4 EACH OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING 1 14 PLANT STREET TREE PER CITY OF RANCHO CUCAMONGA STD. PLAN 501- SEE NOTES, 50 EACH PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED 'OR FROM THE SOLE NEGLIGENOE OF TILE OWNER OR TME ENGINEER. QUANTITY AND LEGEND HEREON. VERTICAL CURVE AREAS. 2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE 15 INSTALL TRAFFIC SIGN PER CITY OF RANCHO CUCAMONGA STD. PLAN 401-13, SEE 7 EACH 6. ALL SEWER, WATER ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSING SMALL BE CONSTRUCTED PRIOR TO PAVING. BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN PLAN FO TYP . ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT TME UTILITIES SI{OWN, AND ANY 01•IIER LINES OR STRUCTURES NOT SHOWN 16 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. 1 EACH 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THE PPLAN 102. ROTECTION OF AND ANY _ ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE W CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS DAMAGE TO THESE LINES OR STRUCTURES. SEE SHT.2 SEE SHT.3 17 REMOVE EXISTING TRAFFIC SIGN. 7 EACH SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF 3. THE CONTRACTOR SHALL EXCAVATE INSPECTION HOLES (POT HOLES) AND DETERMINE BASE MATERIALS AND/OR SURFACING. AND DEPTII OF ALL UNDERGROUND STRUCTURES AND UTILITIES THAT ARE BEGIN IMPROVEMENTS W END IMPROVEMENTS L>L1 THE LOCATION 10+00.00 3+62.84 BEING JOINED WITH NEW IMPROVEMENTS, ARE IN TILE VICINITY OF, OR THAT MAY BE 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE AFFECTED BY TIIE PROPOSED IMPROVEMENT WORK PRIOR TO THE START OF ANY VIORIA STT CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY CONSTRUCTION WORK WHICH COULD DAMAGE OR CONFLICT WITH SAID STRUCTURES OR STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. UTILITIES. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED 4. THE STRUCTURAL SECTIONS AS SHOWN ON THESE PLANS HAVE BEEN EITHER TAKEN �--- TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO DIRECTLY FROM THE PRELIMINARY SOILS REPORT PREPARED FOR THIS SITE OR HAVE U� OF AGGREGATE BASE. GIVEN BY THE SOILS ENGINEER PREPARING THE PRELIMINARY SOILS ICT NQ VERIFY: SIEVE ANALYSIS AND SAND EQUIVALENTBEEN VERBALLY INVESTIGATION. IN EITHER CASE THE SECTIONS SHOWN ARE FOR BIDDING PURPOSES < Ld Gj 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS ONLY. ACTUAL STRUCTURAL SECTIONS ARE TO BE VERIFIED BY OR NEW SECTIONS PREPARATION OF ROADBED ETIWANDA INTERMEDIATE �!� 1 . ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY STANDARDS AND TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO CONSTRUCTION OF STRUCTURAL SECTION) PROVIDED BY TI-!E SITE SOILS ENGINEER DURING THE PREP I-_ sus GRADE SECTIONS. AT THE COMPLETION OF SUBGRADE PREPARATION, A MATERIALS LSCHOOL SITE �� SPECIFICATIONS, AS PROXIMITY TO HARDSCAPE DICTATES. NO STREET TREE SHALL BE ii . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY REPORT APJD THE PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE SITE PLANTED WHERE THE CENTER OF THE TRUNK IS CLOSER THAN THREE FEET (3') TO THE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH SOILS ENGINEER PRIOR TO TILE PLACEh1EIJT OF BASE AND/OR A.C. SURFACING. FACE OF CURB, UNLESS. OTHERWISE NOTED. MATERIAL, THE SUB-GRADE PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLS BASE AND PAVEMENT MATERIALS TO BE USED SHALL BE SUBMITTED BY THE CONTRACTOR, MATERIAL. E SOILS ENGINEER FOR APPROVAL PRIOR TO PLACEMENT. SUBGRADE AND BASE 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SUITABILITY FERTILITY WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE TO THE `c SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES COMPACTION REPORTS SHALL BE PERFORMED AND APPROVED BY THE SITE SOILS 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT ENGINEER PRIOR TO PLACEMENT OF PAVEMENT. PAVEMENT LIFT REQUIREMENTS ARE TO OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.G. -SHALL BE UNIFORMLY BE DETERMINED BY THE SITE SOILS ENGINEER, PRIOR TO THE PLACEMENT OF ANY BY THE CITY INSPECTOR. APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH A.C. PAVING. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING PRIOR TO PAVING. 5. QUANTITIES SHOWN ON THESE PLANS ARE ESTIMATED AND ARE FOR PERMIT PURPOSES DIVISION. 13.. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM HIS OWN QUANTITY A ELIN ROAD PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. O DETERMINATION OF TAICEOFf=S, AND VERIFY Tflf� QUANTITIES f=oR CONSTRUCTION AND GRADING. 4. STREET TREES ARE TO BE F THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN E 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. Q, ,� 1 STREET TREE QUANTITIES / LEGEND 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE ~ �,d SYMBOL STREET BOTANICAL/COMMON NAME QTY. SPACING SIZE CONSTRUCTED AT EACH INTERSECTION. VICTORIA ST. GE.IGERA PARVI FLORA/ 15 20' O.C. 15 GAL 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY COVERED DURING CONSTRUCTION. - Al1"STALIA WILLOW FOR THE CORRECTION OF ERROR AND OMISSION DIS Nf REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE UPON REQUEST THE REQUIRED PLAN REVI VICTORIA �T. �UGALYPTus NIAC.UL.,4TA/ ?3 �' O.G. 15 GAL SPQTT�� C•�ld. CITY ENGINEER FOR APPROVAL. NO SCALE • _ 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. FOR INSPECTION ON THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE PUBLIC WORKS SECTION (MON. - THURS. 7:00 AM. - 6:00 P.M. ) AT 477-2740 EXT. 23007 TWO (2) WORKING DAYS PRIOR TO THE REQUIRED DATE. 17. THE CONTRACTOR SHALL NOTIFY THE CITY OF RANCHO CUCAMONGA AND THE ETIWANDA ELEMENTARY SCHOOL DISTRICT - 72 HOURS PRIOR TO CONSTRUCTION INDICATING ANY DETOURS AND/OR ROAD CLOSURES. 18. TRAFFIC SIGNS7 STRIPES AND LEGENDS PER CALTRANS TRAFFIC SIGN MANUAL MANUAL MAINTENANCE AND STANDARD fp SPECIFICATIONS, TRAFFIC MAINTENANCE, AND � MARKINGS TO CITY STENCILS. REFLECTORIZE9g SPECIFICATIONS. CONFORM PAVEMENT MA q 'I � R�� .A.• . • IT I � R T _ „r„.„. �...».m. ALL SIGNS STRIPES AND LEGENDS. . ,I~Y.- S',D` PZ,AicI 49Ni,0#-/89T-!7 Ar By -rlfAlrc05jt 19. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 AND THE FOLLOWING UTILITIES TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION OR I BY G1TY ENGINEERING.., GRAPE MYRTLE STREET TREES REPLAG�.D REGARDING ANY PROBLEMS. WITH SPECIES SPACINGS AS INDICATED. 'TING�.XISTITREES TO SO. CALIFORNIA E DI50N 1--800-422-4133 " R MAIN A'T 15+2"t TO 15 tkv CITY SO. CALIFORNIA GAS CO. 529-2889 N of REVISION DATE N. TELEPHONE CO. 1-800-422-4133 OR 949•-8008 DESCRIPTION APPROVED: GEN. CUCAMONGA COUNTY WATER DISTRICT 483-7440 "ll "' `F RANCHO LOW U U 'UCAMUNGATITLE SHEET /G1 rQ�aFEss/o 'TREET Vlu Um ' (CITY OF R.C. NO. m . - EAST 136 � 35334 rn a.•®.• 9-30-99AVEFROM ETIWANDA FOUND CHISELED " ® °' AT THE WEST END OF A CULVERT HEADWALL SOUTH SIDE OF P.E.R.R. CIVIL IS Q VICTORIA STREET PER TRACT 13886 , TRACKS, WEST SIDE OF ETIWANDA AVENUE, SOUTH OF MENT PLANS. ._--- 4 IMPROVE i . �. �- ----- Qap Q a a' APPROVED BY: DATE• 4 -4 L..� CITY ENGINEE RCE. 24953 L �. T. I. = 6.Q ELEVATION = 1326.57 T. 1.= 6.0 / `� DESIGN PIAN PREPARED BY: RECOMMENDED TYPICAL TYPICAL SECTION MiA _e/ /w/ K �L.�� .-�;.: - +®�a.l2 TO STA.23+62.84 RXSTA.IO+OO.00 TO STA. I5+06.12 -f TA.I ..-- ,.. �® � DRAWN 7177 BROCKTON AVENUE 0 SUITE 220 SHEEP RIVERSIDE, CA 92506 MODIFIED TURN--OUT NOTE R-VALUES TO B DETERMINED R.W. 19091 683-8088 FAX (9091 683-6915 �®F STA.11+99.10 TO AT THE TIME OF SUB-GRADE CHECKED �f R.C.E. NO 35334 DRAWING NO. STA.f 2+92.41 !/�lk/ 6 --- 5!•7D'. •Nl�•t% COMPLETION T.H. DATE �, .� , -FILE NO /,5-,7 TD6/�J,�lt° f � 'x ._ I t }:: _. ,.....� ....� ... -- ; _. .. ,.F.._.._{._.. .. . ...}-. . _t._. _: _ + _.,fi.: i �' ( .. .... .. .�. ..�....- �. . _. : , .fi._ .. . W r _ i n N O Y N i _..t.... }.... ..r ,..- -:...f-.. . . .. . }-: .. .r..I.,�:.. t--- -. .,.f.: r...... __ r... ..t . _ ..._ i D r r o Z � > of ... _.},_ .... _. ' ... -� 1 -4 A T > > _ 1 - _ .., 1 .. _, .. _. _. __ _ r _. 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