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HomeMy WebLinkAbout2067 L0 GENERAL NOTES: Bawwrb A Ty ON Top OF ma �Nr RK N OF Aff HYDRANT, FAST SID£OF ERMNM AVE., 0.25 1 MUS NORTH OF FOOTNKL BLW.,AW TO P.P. fT2785B o 1. ALL WORK SHALL BE DONE /N ACCORDANCE WITH THIS PLANS, THE CITY QEYATin121483 1 OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS 7&AT) M �{MAR1G 1 PON PPE ,t o FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR NO. OF SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE of NTLWC77ON OF NsamROO AND E77WO 0 TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS APUM, NOR774 S;F00N 6, T. 15, 96 W., S.B.&&ELEYAIX)N:• 1299.56 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER w POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR /N ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE `` S VICTORIA sTRM Q REMOVED, RELOCATED, OR PROTECTED /N PLACE AS REQUIRED AT NO cV COST TO THE CITY OF RANCHO CUCAMONGA. J. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE j HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY !� i ! I i � � ,% � REDWOOD on. DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY i I ! /` / PLATEAU FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ` 39 ON THESE PLANS. } _ 7!_7!777 WMY Grp 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA - -- p- pp�J ��t p ti ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION _ - - � D 171 R 0�_0/I - !1-� � - - -� / om sr. DR WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. -- "►�°R � I � % 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. ZI I w E " ' s PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT i I I I ease urlE Rpi,p ti� ease UNE ttaw POINTS WITHIN 6.61 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE �J I % ► THAN 50 FOOT INTERVALS. ADDIT70NAL PAVING STAKES MAY BE REQUIRED ! TRACT! �� ��� 6454 _ �� BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. I I 6. ALL SEWER , WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. awm=w * •�������• •� ��� •����a�� r I��������� /' _. __ _ _ _. _ _ _ _ C NOON CHASE DAY p 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, i L I \ _ _ WT COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED 9 I AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH » 10 8 THESE COMPACTION TESTS SHALL 8E SUBMITTED TO THE CITY ENGINEER ! 281RQ z FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR O I ]'f� 7 D SURFACING. i \' CT 0. 664115 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED j 1 4_ TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED MILLER avErlue - - -- - TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT CL I I A v— /+ /��j PAVING. R/W VARIES R/W __ -_--_ l EVERMAY-COUfr - - --- --__- GAeAY Cr 100' 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL I _+ -•- `I BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND I � ` I 1 I 1 l EQUIVALENT OF AGGREGATE BASE. ' 18' 32' 32' 18' I i � 13 , 1S 1O.PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT EXIST. IMPROVEMENTS VARIES 13' S' 0.5' 14 i S ,� �. VICINITY MA TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION I I `� NOT TO SCALE OF THE STRUCTURAL SECTIONS 5 �% 5' f 11.WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS -- �� GRIND' 1 7�'MIN.-2 2,� 5:1 MAX f -------------------- CAMUMQ1.Z�-��.1�.L.� T OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED 8Y REMOVING �' - - - - - - -`— ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR '�_:�----------- - PCC _ - OVERLAY C SIDEWALK Q - --- - --- - -------- ------- ---. - --- -- � - -- DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MAIERlAL OFA - QUAL/TY BETTER THAN THE NATIVE MATERIAL. 10 COBBLE 11 1 cURB carr. ABBREVIA TIONS: 12.1F THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS O 5: AC/ A9 d a STER/LANT REGISTERED BY 1 NE E.P.A. FOR USE UNDER A.C. AND P.C.C. � I ' TRA C l /V 0 17096 ! �`' � - BEGINNING OF CURVE SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED EC - END OF CURVE RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. ETI WANDA A VENUE '� NTS BCR - BEGINNING OF CURB RETURN 13 ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE ECR - END OF CURB RETURN CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN T.�. = 8.0 R = 67 VC - VERTICAL CURVE DETERMINATION OF CONSTRUC77ON QUANTITIES BEFORE SUBMITTING A 6w - BEGINNING OF VERT7GAL CURVE 8/0. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH /S NOT FROM STA. 2+00 TO STA. 7+25 INDEX /1�/ MVC _ MIDDLE OF VERTICAL CURVE SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE �/�AP CONSIDERED AS INCLUDED /N THE OTHER ITEMS OF WORK. EVC END OF VERTICAL CURVE SCALE. 1" = 200' MOC - MIDDLE OF CURVE 14.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A CF - CURB FACE AND 401-8 SHALL BE CONSTRUCTED AT EACH /NTERSEC770N. CL - CENTERLINE 15.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM EP - EDGE OF PAVEMENT RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED FL - FLOWL/NE DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS FS - FINISHED SURFACE SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. - GRADE 16.WORK SITES AND EXTERIOR STREETS SHALL BE /N A NEAT, CLEAN, HAZARD STREET CONSTRUCTION NOTES UANTIT/E STREET TREE LEGEND PB _ PROPERTY LI NE FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED PRC POINT OF REVERSE CURVE UPON REQUEST OF THE INSPECTOR. OBOTANICAL M/N.GROW RP - RADIUS POINT l CONST. 5" MIN. THICK AC PAVEMENT OVER 6" MIN. CLASS 2 AGGREGATE BASE 5,370 SF STREET NAME NAME COMMON NAME SPACE SPACING SIZE QTY. - 1 Z NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR Rl W - RIGHT OF WAY TO FILL PLACEMENT. 20 CONST. 10" COBBLE CURB & GUTTER PER CITY STD. PLAN NO. 105-8 395 LF ET7WANDA AVENUE EUCALYPTUS RED GUM 8' 30' O.C. 15 GAL. 12 EA. rC - TOP OF CURB CAMALDULENSIS TR - TANGENT RATE 18.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS O CONST. 4" PCC SIDEWALK PER CITY STD. PLAN NO. 103 "w'w PER PLAN 1,776 SF PRIOR TO EXCAVATION. PHONE NO. 1-800-227-2600 PROVIDED FOR YOUR CONV/N/ENCE ARE THE FOLLOWING. 4O CONST. ACCESS RAMP PER CITY STD. PLAN NO. 102 & 103 2 EA A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 5O CONST. COBBLE CURB TRANSITION FROM 10" CF TO 6" CF 2 EA MR. FREI FOR BASES LINE ROAD CONSTRUCTION © INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 401-1 & 4Q1-8 2 EA CONSTRUCTION NOTES FOR STREET TREES: 8. GENERAL TELEPHONE COMPANY (800) 483-3000 O7 INSTALL STREET LIGHTS 9500 H.P.S.V. BY SCE, PAID FOR AND COORDINATED 2 EA 1. ALL STREET TREES ARE TO BE PLANTED /N ACCORDANCE FOR UNDERGROUND SERVICE BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION WITH CITY STANDARD PLANS. C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 ® INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 134 1 EA 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN 1981 W. LUGONIA AVENUE AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE REDLANDS, CA. 92373 O9 ADJUST MANHOLE RIM TO GRADE 3 FA CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT D. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 10 SAWCUT/REMOVE EXISTING AC PAVEMENT AND RECONSTRUCT 2,75 7 SF DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, 9641 SAN BERNARDINO ROAD TO MATCH EXISTING AC PAVEMENT AS DETERMINED BY THE CITY INSPECTOR. RANCHO CUCAMONCA, CA. 91730 E. METROPOLITAN WATER DISTRICT (909) 593-7474 1 1 CONSTRUCT VARIABLE A.C. OVERLAY 9,100 SF J. ALL STREET TREES ARE SUB4IECT TO INSPECTION AND 700 N. MORENO AVENUE ACCEPTANCE BY THE ENGINEERING DIVISION. LA VERNE, CA. 91730 12 INSTALL STREET TREE PER NOTES AND LEGEND ON THIS SHEET SEE LEGEND 4. STREET TREES ARE TO BE PLANTED PER PUBLIC F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 13 INSTALL R-1 STOP SIGN AND "STOP" PAVEMENT LEGENDS 1 EA IMPROVEMENT PLANS ONLY. 7951 REDWOOD AVENUE PER CITY STD. NO. 401-8 FONTANA, CA. 92336 G. PACIFIC TELEPHONE COMPANY (714) 999-5639 19.THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO --- ----- - THE SATISFACTION OF THE CITY ENGINEER. DESCRIPTION of REVISION DATE APPROVED 20.ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, THE INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS CITY o f RANCHO CUCAMONGA SHALL BE LOCATED BEHIND THE SIDEWALK. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS TRACT wea THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES STREET IMPROVEMENT PLAN z SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UT/LIT/ES EXCEPT ET/WANDA A VENULA °- THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE Z PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE STATION 2+00 TO STATION 7+25 Lij DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- TITLE �3//EET � S/B/L/TY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. - -- O THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON- / DATE: g EXISTING SURVEY MONUMENTAT/ON APPROVED BY: S/B/LITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCT70N �Y '`,'� Under round Service Alert Q CITY ENGINEER �( ,�� / RCE: 24953 w OF THIS PROVECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD �� � 9 THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY Q No. 7835 CALL sic DESIGN MADOLE & ASSOCIATES INC. RECO E DED AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER EX1ST /N THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: �"2 CFB CONSULTING CIVIL ENGINEERS N AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, � Exp: 12-31-2006 � TOLL FREE � No. 62183 �,� _ AND LAND PLANNERS � IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THERE ARE NO SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT. �} Exp: 9-34-0� ,� DRAWN 760—A S. ROCHESTER AVENUE SHEET00 FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE 61 ENGINEER. WAl 227-2600 �j9T CIVIL ��\P D� (909) 937-9151 OF 3 . ,�w. �oas �, , CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DATED. ______ - ---- -- ----- F�'CA�\F� CHECKED RCE No 62183 DRAWING NO. ��. ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. ANTHONY NAR R.L.S. NO. 7635 TWO WORKING DAYS BEFORE YOU DIG SCL DATE Ao -ps- FILE No 2067 PROJECT SHEET NO. _ t _OF____ J:\652-1801\streets\OffSite\StOl.dwa.ilt9f2O655:00-32PM.DJ