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HomeMy WebLinkAbout1636 i STREET AND STORM DRAIN ESTIMATE OF QUANTITES 1O GENERAL NOTES IMPROVEMENT INSTALL 8" P.C.0 CURB W/24" P.C.0 GUTTER PER CITY STANDARD 104 A2-8.................................................................. 3,822 LF 20 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY INSTALL P.C.C. CROSS AND LONGITUDINAL GUTTER PER CITY STANDARD 106-A.................................................................. 1,700 SF OF RANCHO CUCAMONGA STANDARDS AND THE STANDARDS AND THE STANDARD 3O INSTALL 3' A.C. OVER 4" AGG. BASE...................................................................................................................................... 64,567 SF SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. F, ® INSTALL P.C.C. DRIVEWAY APPROACH PER CITY STANDARD 101-A; W-PER PLAN................................................................. 4,847 SF CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ACT NO. 12659� 4 ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. O INSTALL P.C.C. SIDEWALK PER CITY STANDARD 103................................................................................................................ 16,914 SF 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER © INSTALL P.C.C. HANDICAPPED ACCESS RAMP PER CITY STD. 102.......................................................................................... 6 EA POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT IN THE CITY OF RCUCAMONGA INSTALL STREET LIGHT, 5800 LUMENS, HPSV BY S.C.E.; PAID AND COORDINATED BY DEVELOPER...................................... 16 EA SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE O9 INSTALL STREET NAME SIGN PER CITY STANDARD 401-A, 401-B......................................................................................... 3 EA REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST 11 INSTALL PAINTED 'STOP' W/1' STOP BAR........................ TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE EBTATE'3 WAY 12 INSTALL STOP SIGN PER CAL TRANS STANDARD R-1, PER CITY STANDARD 401-B............................................................. 3 EA HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY ��VVLSIM AVB�IUE 13 ADJUST SEWER MANHOLE TO GRADE........................................................................................................................................ 7 EA DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY 14 FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON METROPOLITAN WATER DISTRICT 7330D03 OR INSTALL STREET TREES, 15 GALLON PER STREET TREE SCHEDULE AND STREET TREE'S CONST. NOTE ON SHT. 1........... 125 EA $L g THESEPLANS. _ _ 15 REMOVE BARRICADE................................................................................................................................................................... 2 EA R. T- 7No. 12650--3 - 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ! 14 ! M.B. 266/28-31 I I I I a / I 16 INSTALL BARRICADE PER CITY STANDARD 131-A................................................................................................................... 64 LF ISI ° ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION / 3 Lor A I I / 7 6 -- 4000' 17 ADJUST WATER VALVE TO GRADE.................................................................. 20 EA E WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. t� -- Mfr. 1- I CANTER DR ® E 18 INSTALL W53 (30") SIGN AND POST........................................................................................................................................ 1 EA 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. REMA/�D6�i PARCH �, PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT / � I �_rj / /� 24 \ I 1 261 2627 1 25\� 20 --- ETWAl A 19 BROOKS 12' X 12' GRATED CATCH BASIN............................................................................................................................. 4 EA ME w POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE / I i I 4 ©0 4 PVC DRAIN PIPE.................................................................................................................................................................. 30 LF / ,A A 23 THAN 50 FOOT INTERVALS. ADDITIONAL PAVING �� 3 4 _ ____ 1 22 INSTALL CURBSIDE DRAIN OUTLET-LOW CAPACITY PER CITY STD. 107-A............................................................................. 2 EA STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. ',iAf'E, ; , LOT A 21 r 2 .6 3 I 4' _ TRACT ........................................................................................................................................... 12850-2 A INSTALL 2 DIA. RCP., D-1000 325 2 LF TRACT NO. 12650-1 MB 25D/87f50 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, ® 1 MB 21<t/awe t 1 �C 6 T 2 QB INSTALL CATCH BASIN PER CITY STANDARD NO. 502............................................................................................................. 4 EA MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. I �- - 24 2T "� VISTA VERDE DR. �D Zb SEE SHEET 2 , o`" 7 © INSTALL JUNCTION STRUCTURE PER CITY STANDARD NO. 508............................................................................................... 1 EA 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, a 40,00 COMPACTING ORIGINAL GROUND AND ALL SUBGRADES SHALL BE PERFORMED I fi �% 3, ; b }9" 23, �� 1 QD INSTALL MANHOLE PER STANDARD N0. 510............................................................................................................................ 1 EA 26 AT NO COST TO THE CITY OF RANCHO CUCAMONGA A WRITTEN REPORT L 1e --T--I-T-T_ 22 i 20 �Il I -- QE SAW CUT REMOVE AND REPLACE AC PAVING.......................................................................................................................... 500 SF WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY 115 I I I w t� � '� 'f' �,� - ', }'� 14 I I � I � 18 I I -� I Y � / � 31 1 321 ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS ` 9 _,__ I I I I ® I AND / OR SURFACING. z ,� ARENA DRIV� y '- I _1_ 4, �-� J > trb , T i-T � 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE WILSON Q AVENUE I I I I I 1 PARCEL MAP -16001 �� 6 -1 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR a S ; x7 13 14 T13 112 1 -H 11a 1 0 1 8 1 7 � 6 1 5 1 4 1 3 1 L 12 13 2 1 1 _ _ - - _- - DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND LIi_ GRADATION OF ASPHALT PAVING. (880.19') THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S PROJECT STORM DRAIN / (N89131'11'W 2110.34') SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SITE SEE SHEET 6 RANCHO VIBTA (N89131'11'W 26U.34') BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR SUMMIT AVENUE PLACE THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND EXISTING SURVEYTO PROTECT MONUMlENTATION THESE PLANS. RESPONSIBILITY UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON R�S ONSIBIRITY FURTHER R�JAGREES THAT HE OB SITE ASSUME SOLE COURSENOFC�ONSTRUCTION OF EQUIVALENT OF AGGREGATE BASE. o to a THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT 3;: ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING co TESTS TAKEN TO DETERMINE STRUCTURAL SELECTIONS (PRIOR TO FINAL I­_ I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENT'S OF RECORD(S) THAT COULD BE DISTURBED BY HIGHLAND w AVENUE THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER N PLAN APPROVAL). PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN T" DESCRIBED AS FOLLOWS AND SUBCONTRACTORS SHALL COMPLY WITH THE 'OCCUPATIONAL SAFETY AND HEALTH CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION NEGLIGENCE OF THE OWNER OR ENGINEER. O OF A ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR *- INDICATES FOUND 1' I.P. WITH PLASTIC PLUG TAGGED L.S. 3913 DOWN 0.1' PER TR. 12659-1 pfESS/ Q� ON DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A - M.B. 214/84-88, UNLESS OTHERWISE NOTED. ° C q � QUALITY BETTER THAN THE NATIVE MATERIAL 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUBGRADE, A SOILSNo. 20596 rq CONSTRUCTION_NOTES FOR STREET TREES - _ _ h.. STERILANT REGISTERED BY THE E.P.A. ICINITY MAP Exp. 9-30-01 FOR USE UNDER A.C. AND P.C.C. >Ar SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE ---- ---- - DATED: 4ME CIV IL � �P 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STD. PLANS a�: FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. NOT TO SCALE STANLEY RCE 20596 Q` CA�� 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS O 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED BY A REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, ANY UNUSUAL CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN TOXICITIES OR NUTRIENT DEFICIENCIES MY REQUIRE BACKFILL SOIL UL. DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE AMENDMENTS. AS DETERMINED BY THE CITY INSPECTOR. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT USED TO RESET THAT MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. 0) SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE 3. ALL STREET TREE ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED BY A ENGINEERING DIVISION. z 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401-A AND QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. J 401-8 SHALL BE CONSTRUCTED AT EACH INTERSECTION. RELATED PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED TO THE CITY. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM I ( I I RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN R/W R/W R/W R/W STREET TREE SCHEDULE Z REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR 30' 30' S' APPROVAL. 5'12' 18' 18' 12' PSE 2 5' 25' PSE QUANT• BOTANICAL NAME COMMOM NAME SIZE STREET SPACING UjUj 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE 69 LAGERSTROEMIA INDICA 'RUBRA" CRAPE MYTLE-RED 15 GAL. WEST RANCHO ESTATES PL. 20' OC W 0.5' 45.33'- 5.33 4' 0.5 CLEANED UPON REQUEST OF THE INSPECTOR. 18 18 > ' 18 PLANTANUS ACERIFOLIA LONDON PLANE TREE 15 GAL. ARENA DRIVE 30' OC O 17. CONTACT UNDERGROUND ALERT 1-800-422-4133 AND THE FOLLOWING LEVEL LINE 5.33' 5.33' UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO 0.00' 0.29- 0.17' 0.29' 0.00 0.5' 6' 6' 0.5' 33 PYRUS CALLERYANA "BRADFORD" BRADFORD PEAR 15 GAL VISTA VERDE DRIVE 20' OCa: EXCAVATION. ___ ___ ___ LEVEL LINECL - 0.29' 0.17' 0.29' 18. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT - --- - - - SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS 0.00' 0.00' WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ONSITE IMPROVEMENTS3 COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS 5 1 1 5 3 z ARE REMOVED AND REPLACED AT THE DIRECTION OF THE CITY ENGINEER. 5 1 1 5 Q PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: cc CUCAMONGA COUNTY WATER DISTRICT 60' RIGHT OF WAYS50' RIGHT OF WAYS DESCRIPTION of REVISION DATE CIT o 9641 SAN BERNARDINO ROAD TI=S R=74 APPROVED: RANCHO CUCAMONGA, CA 91730 (909) 987-2591 TI=S R=74 CITY OF RANCHO CUCAMONGA VISTA VERDE DRIVE ARENA DRIVEcc SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT Q�pfESS/pN STREET AND STORM DRAIN 0 MR. BOB STALLINGS - FOR BASE WEST RANCHO ESTATES PLACE ���°���� C �o`�� LINE CONSTRUCTION (818) 969-7911 N .T. S. IMPROVEMENT PLANS FOR METROPOLITAN WATER DISTRICT N .T. S. `" No. 20596 0 P.O. BOX 54153 �ExpTRACT N0. 12659-4 CIVIL Vt`0-Ot\* LOS ANGELES, CA 90054 (909) 593-7474 EXT. 6461TVTITLESHEET Z qlF� APPROVED BY DATE: ?-zs • UNDERGROUND CONTACTS: , CITY ENGINEER RCE NO-5/4f79 f" GENERAL TELEPHONE CE N HOMES SOUTHERN CALIFORNIA LLJ EDISON SOUTHERN - DESIGN os coms&L T/Ns RECOMMENDED CALIFORNIA GAS COMPANY 1. �. 1 MDS C O NS U [ TING CITY OF RANCHO CUCAMONGA now . ..,._ MORSE DOKICH SCHULTZ E.L. „�ft" m m.,SI-W A La CABLE COMPANIES SOUTHERN CALIFORNIA DIVISION BENCHMARK NUMBER 149 ELEVATION : 1520.898 9 w-co w". ft w-loll DRAWN w...ww sr, .u*"w SHEET 2280 Ward low Circle • Suite 15 0 17320 Redhill Avenue, Suite 350 (714) 251-8821 CHIS. *0" ON BOTTOM OF CONCRETE STEP Irvine, CA 92714 FAX 251-0516 IN FRONT OF HOUSE #'13108 NORTH SIDE OF A.K.C. _ _ SUMMIT AVENUE 0.25 MILES WEST OF EAST F 6 Coronai CA 9172 0 PLANNING ENGINEERING SURVEYING AVENUE. CHECKED p 2059fi DRAWING ONO. ,v � S.M.C. DATE ILE NO 3I PROJECT SHEET NO. 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