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HomeMy WebLinkAbout1770GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE 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 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 ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN 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 TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- TIONS 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 PRIOR TO CONSTRUCTION OF THE 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.I1F 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 PLAN NUMBERS 401-A AND 401-B 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 REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16.WORK SITES 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.NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR TO FILL PLACEMENT. 18.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS PRIOR TO EXCAVATION. PHONE NO. 1-800-422-4133 PROVIDED FOR YOUR CONVINIENCE ARE THE FOLLOWING. A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 MR. JAMES FREI FOR BASE LINE ROAD CONSTRUCTION B. GENERAL TELEPHONE COMPANY (800) 483-3000 FOR UNDERGROUND SERVICE C. SOUTHERN CAL- FORNIA GAS COMPANY (800) 427-2200 1981 W. LUGONIA AVENUE REDLANDS, CA. 92373 D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA. 91730 E. METROPOLITAN WATER DISTRICT (909) 593-7474 700 N. MORENO AVENUE LA VERNE, CA. 91730 F. SOUTHERN CALIFORNIA EDITON COMPANY (800) 655-4555 7951 REDWOOD AVENUE 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. 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. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. W'LY E'LY R/W - - - • R/W * MEANDERING SIDEWALK (SEE LANDSCAPE PLAN DRWG. NO. 1770-L ) MILLIKEN AVENUE TYPICAL SECTION_ N.T.S. S'LY N'LY R/W R/W VINTAGE DRIVE TYPICAL SECTION N.T.S. R/W 0.5' INTERIOR STREETS TYPICAL SECTION N.T.S. PUMA PL., COUGAR CT. & BOBCAT CT. T.I. = 5.0 R = 60 EXISTING SURVEY MONUMENTATION Of Vi SCALE 1 "=100' MILLIKEN AVENUE G7 IVINTAGE DR-- INDEX MAP SCALE 1"=100' 300' r Tuw NOLAND AVE CI RA CUCAMONGA Tr SITE BANYMI ST. VNT 6E DR. � f00ilILL FwY. Fu � aTY ©F CITY OF RANCHO CUCAMONGA wciNiir �IAP CONSTRUCTION NOTES STREET IMPROVEMENT QUANTITIES STORM DRAIN QUANTITIES OCONSTRUCT 3" MIN. AC. OVER 4" CLASS 2 AGGREGATE BASE 45,294 S.F. S1 CONSTRUCT JUNCTION STRUCTURE NO.2 PER CITY STD. PLAN NO.331 1 EA. L-O2 CONSTRUCT 6" CURB W/ 24" GUTTER "A2-6" PER CITY STD. PLAN NO.104 2,227 L.F.4 12 L.F. S2 INSTALL 30"RCP ("D" LOAD PER PROFILE) 15 L.F. Q O CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO.103, "W" PER PLAN 9,868 S.F. + 3J6 `�'�' S3 CONSTRUCT CATCH BASIN PER CITY STD. PLAN NO.300 1 EA. OCONSTRUCT CROSS & LONGITUDINAL GUTTER PER CITY STD. PLAN NO.106-A 1,112 S.F. OCONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PLAN NO.102&103 4 EA. O CONSTRUCT CURB TRANSITION FROM 8" CF TO 6" CF 106 L.F. STREET BOTANICAL COMMON NAME MIN.GROW SPACING SIZE QTY. NAME SPACE O7 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY STD. PLAN NO.101 -A 5,250 S.F. A PUMA PL. RHUS LANCEA AFRICAN SUMAC 5' 20' O.C. 15 GAL. 38 EA. O8 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN N0.300, "W" PER PLAN 1 EA. B COUGAR CT. CERCIS EASTERN REDBUD 5' 25' O.C. 15 GAL. 18 EA. O9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO.307 1 EA. CANADENSIS 10 INSTALL R1 STOP SIGN W/ LIMIT LINE & STOP LEGEND 2 EA C BOBCAT CT. PISTACIA CHINESE PISTACHE 5' 30' O.C. 15 GAL. 15 EA. CHINENSIS 1 1 INSTALL STREET NAME SIGN PER CITY STD. PLAN NO.401-A & 401 -B 3 EA. CONSTRUCTION NOTES FOR STREET TREES: 12 CONSTRUCT STREET LIGHT 5800 LUMEN H.P.S.V. BY S.C.E. PAID FOR AND 10 EA. 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. COORDINATED BY THE DEVELOPER 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO.134 4 EA. FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING 14 ADJUST MANHOLE RIM TO GRADE 5 EA. DIVISION. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 15 ADJUST WATER VALVE COVER TO GRADE 2 EA. 5. SEE SHT:- 3 FOR REVISED LOCATION OF ®� LOT N0: 24. Q 16 SAWCUT AND REMOVE EXISTING CURB & GUTTER 100 LF + 90 L.F. �- 17 SAWCUT AND REMOVE EXISTING AC PAVEMENT, SIDEWALK 1 LS f 260 S.F. ADDED ORIVEWAY, SIDEWALK, CATCH 13A51N, ETC. PEtZ 9/24/24 18 CONSTRUCT SPECIAL CROSS GUTTER PER CITY STD. PLAN NO.106-B (STEEP GRADES) 944 S.F. n� 2 DRC 2oi6-Ooo39, PM 16869 RoW 2ojia-00&4�7 � �� /® 2 SAWCUT AND REMOVE EXISTI NG DRIVEWAY APPROACH, CONSTRUCT NEW DM. q�,g/�A� X ® APPROACI-I.REVISED LOCATION AND STREET TREE AT LOT NO. 24. Z, 2 _ CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA J EA. � �� �o ��e 1 SEE SHEET NO.3 BY MADOLE& ASSOCIATES. 3'/�� ® STD. NO. 101, TYP C R - 1 ) NO. 774 DESCRIPTION of REVISION DATE �- 20 CONSTRUCT 12" WIDE FULL- DEPTH A.C. PAAMENT. G EA. L . EXp CnNSTRUCT UNDER WALK DRAIN PER CITY OF RANCHO 90 L.F• CITY Of RANCHO C U CAM O N, 21 CUCAMONGA STD. 107- A. 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: DATED: J. M. MADOLE R.C.E. NO. 14814 Underground Service Alert CALL TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG LT No. 14814 "I"� Exp: 3-31-05 r�CIV 1��� QO N I N 00 QO z PROJECT SHT_ N0.___ OF J:1682-1426\streets\str1T.dwg, 08/21/2001 02:31:14 PM, bl i t t # ; ; { , j { 111 , O.G i T Chi A � j � j { a •7 � 1 � t � � i ; ; + i � 1 1 ��t►ct. f f. 1 ; � ----�-� � ry --- _ i -.___ __- ...... ..-- '- - - - j--... - -- '_- ___ ._. . - -- -- - A�": it13T : l� fC. LLMKEiY M . .... I ! ! i {� } p 1 !{ 42.8 j - _.._ .... _.. - __ fi _. _..� _.. -- C , __ o.C. - - _ N; RTH O FOENVAY tv 0 i ? I 7 JI., : O.G. 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I ; -�-�_�--- _. _ _-.._. .. ._ _ _ _ 10+00 1 1 +00 12+00 VERT 1"= 4' 10+00 1 1 +00 12+00 SEE STREET IMPROVE RENT PLAN NO. 961 z� SHT.2&4OF30 ` II I �' ' � 12 7 47' 1 ' 1 23 1 JZ a _ I } 1 I i �c . I I 41' - W I I I I I 14 9; 7 22 20 I LiJ16 [) 14.1N 20 3 "1 I I 7 903 17 o 2 8 17�3 3 170,�. i6 ' TYP. G,'TREES I ytr. EXIST. 20' WIDE E 'T.FO RESS AN D EGRESS o Q asF� I �1 I 1 11 I I I ( I g S�0 DRAt.�4. SEWER AND WATER 1EE LANDSCAPE 1FOR EMERGENCY A S iu 3 PLAN DWG. NO. 1 O-L o 0 0 ^ v o 17 I I I I I0 3 ��WQ \ 1917 •I I ( I I I I J EXIST. 1 } _ N W ESM'T. ( IT' R K I I , 1917 COUGA 21 21 COURT�o CURVE DATA 21 DELTA RADIUS LENGTH TANGEN PARCEL 4 ° PARCEL 3,0� -' AQ 198'00'03" 98.00 131.32 - BQ 105'32'01 " 27.00 49.73 35.53 PUB 226 /7-6 Q 18'00'03" 100.00 31.42 15.84 © 10100,00" 102.00 17.80 8.92 e4 EO 105.32'01 " 45.00 82.89 59.21 FO 105.32'01 " 57.00 104.99 75.00 © 125'32'01 " 58.00 127.08 112.70 OI 208'35'23" 38.00 138.34 - Q 21'53'38" 112.00 42.80 21.66 OK 06'41'45" 112.00 13.09 6.55 © 85'30'56" 27.00 40.30 24.97 rm) 94'29'04" 27.00 44.52 1 29.20 PUMA PLACE SEE SHEET NO. 2 I t 0' t t wi 18' 18' ,.1 I+ta TYP. B a= ± W r � Y , G 16 j''/ T'YP. •c s B 3 17 E STORM AIIN F RANCHO CUCAM Q. a�W � N�WZ 17 21 PARCEL 2 10 00,11 co a` 00,901 Nw/`-' 12+�5.8i COUGAR CT. r� e eI PLAN 1"= 40' SCALE IN FEET 40 80 120 1 i li 111 I , I II 47' 1 120' w Q WI! IIi iZ I it !< III III zI III I III , Ill. x III _-j ' ( I � -3 1 11 I I I •� � {, III I II 1 SEE STREET IMPROVEMENT PLAN NO. 961 SHT.2&4OF30 CONSTRUCTION NOTES: 17 SAWCUT AND REMOVE EXISTING SIDEWALK. 19 CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. NO. 101, TYPE (R-1) 00 CONSTRUCT 12" WIDE FULL -DEPTH A.C. PAVEMENT. @ CONSTRUCT UNDERWALK DRAIN PER CITY OF RANCHO CUCAMONGA STD. 107-A. PUMA PLACE SEE SHEET NO. 2 CONSTRUCTION -NOTES CONSTRUCT 3" MIN. AC. OVER 4" CLASS 2 AGGREGATE BASE Qa- CONSTRUCT 6" CURB W/ 24" GUTTER "A2-6" PER CITY STD. PLAN NO.104 Q2 Q-- CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO.103, "W" PER PLAN (2)--CONSTRUCT RESIDENTIAL DRIVE APPROACH PER CITY STD. PLAN NO.101-A , 1 (REMOVE&REPLACE CONFLICTING P.C.C. IMPROVEMENTS). 80--- CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN NO.300, "W" PER PLAN a ---CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO.307 10 INSTALL R1 STOP SIGN W/ LIMIT LINE & STOP LEGEND .CONSTRUCT STREET LIGHT 5800 LUMEN H.P.S.V. BY S.C.E. PAID FOR AND COORDINATED BY THE DEVELOPER 13 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO.134 14 ADJUST MANHOLE RIM TO GRADE 15 ADJUST WATER VALVE COVER TO GRADE 16 SAWCUT& REMOVE EXISTING CURB & GUTTER ( 22 L.F. , 1A ) CONSTRUCTION NOTES -TREES: [][BI--- SEE SHEET 1 FOR TREE NOTES ADDED DRIVEWAY, (DEWALK, CATCH BASIN, ETC. PER 9/24/20 DRC 2016-00039, PM 16889 ROW 2018-00647 SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CONSTRUCT NEW DWY. ,? 1 1 \ APPROACH, REVISED LOCATION OF STREET TREE AT LOT NO.24, 3-/I O Meji �� BY MADOLEL ASSOCIATES DESCRIPTION of REVISION DATE APPROVED TRACT NO. 15866 STREET IMPROVEMENT PLAN STA. 10+00 TO 12+55 STA. 10+00 TO 12+33 COUGAR CT. BOBCAT CT. APPROVED BY: DATE: l%f CITY ENGINEERRCE: 495 DESIGN MADOLE do ASSOCIATES, INC. RE DED MCA OF THE INLAND EMPIRE CONSULTING CNIL ENGINEERS AND LAND PLANNERS DRAWN 10501 CHURCH STREET, SUITE 107 SHEET RANCHO CUCAMONGA, CA 91730 MCA (909) 948-1311 OF__a_ --`'� CHECKED CITY RCE NO 14814 DATE l 1 0 1 FILE No !T2-1426 DRAWING NO. 1770 t•' KUJ to I J"tt 1 IV V . ___ V r - - - - JA682-1426\streetslstr3.dwg, 08/21/2001 02:27:19 PM, bI