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HomeMy WebLinkAbout1811 GENERAL NOTES F BENCH MARK NO. 148-8 AT THE N.E.C. HIGHLAND AND 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO SHEET 5ETIWANDA AVENUES, 66' N. CL CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- LiJ I HIGHLAND AVE., 24' E. OF CL CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL U ETIWANDA AVE. AT THE N.W.C. BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 25 26 27 28 29 30 Q 31 32 33 34 35 `i' _] OF 4'X8' DROP-IN-BOX FOR DRAIN CULVERT, SET STD. BRASS 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, Cl- - DISK VALVES, FIRE HYDRANTS, ETC. SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR ELEV. 1432.612 IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, 36 - REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF 24rn RANCHO CUCAMONGA. SHEET 4 OLDENBERG__---_ _ -_-CO�R1 _ Q z --- - CURB AND GUTTER 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE _4 /1 37 Q QCT L.LiSITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING $(jE SIDEWALK DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN 2`3N+ surr AVEwuE ON THESE PLANS. 22 21 20 19 18 17 42 41 40 39 38 I AVENUE ' STREET TREES 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, TO M D AIN m M Sumwr RIGHT OF WAY ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY AVE. OR RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. SHE 7 L_,J AVE ,J FS FINISHED SURFACE Cn 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL O FL FLOW LINE BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE Iz '' ELEVATION AND AT NOT MORE THAT 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE z TC TOP OF CURVE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 12 13 14 15 16 L� 43 44 45 46 47 48 L LENGTH OF CURVE 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS V O MDR IN PUE PUBLIC UTILITY EASEMENT SHALL BE CONSTRUCTED PRIOR TO PAVING. E 6 SWE SIDEWALK EASEMENT 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL SHEET V NOT TO SCALE GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO 10 C LY D ES DALE -- - _'DRIVE- -- - - 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. W -` - LiJ U W 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. 0fLISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND 9 60 59 58 57 56 55 54 53 52 51 75WO491U GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY 8 STREET CONSTRUCTION NOTES QUANTITIES ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. C/) 1 CONSTRUCT 0.25' AC OVER 0.33' AGGREGATE BASE 93,755 SF 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TEST'S TAKEN TO7 z 61 62 2 CONSTRUCT A2-6 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 5,046 LF DETERMINE STRUCTURAL SECTIONS. w TRACT 144.94 3 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 g EA J 11, WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, 0 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 24,670 SF THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB- CONSTRUCT -__..1�:___ NOT A PART OR 6 5 CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 106-A 703 SF QUADLfTY BETTER THAN THE NATNESSMATERIAL.�L BE FILLED WITH A FINE GRADE MATERIAL OFA SHEET 2 `SRO N STO N E- DRIVE 6 CONSTRUCT SPECIAL CROSS GUTTER (STEEP GRADES) PER CITY OF RANCHO CUCAMONGA 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY STD. PLAN 106-B 4288 SF THE EPA FOR USE UNDER AC AND PCC SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S 5 ROCKING HORSE 7 MODIFY AND ADJUST MANHOLE GRADE (SEWER do STORM DRAIN MH) 12 EA RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. PLACE QI 8 REMOVE EXISTING WOOD BARRICADE EA 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE 4 3 2 1 9 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300 304 AND 305 2 DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUALITIES 6 EA BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SHEET 2 10 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 307 6 EA SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN -7 THE OTHER ITEMS OF WORK. 11 CONSTRUCT WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STD. PLAN 131-A 2 EA 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED SHEET 5 * 1 CONSTRUCT STREET LIGHT 5800 LUMEN PER CITY OF RANCHO CUCAMONGA STREET LIGHT STANDARDS 24 EA AT EACH INTERSECTION TRACT 14494-1 13 ADJUST VALVE COVER TO GRADE (WATER MAIN). 17 EA INDEX MAP 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE SCALE: 1 "=100' 14 CONSTRUCT 0.33' AC PAVEMENT OVER 0.33' AGGREGATE BASE 8,418 SF CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE 15 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. PLAN 401-A do 401-B 6 EA REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FEE, ORDERLY STATE, STREET NAME BOTANICAL NAME COMMON NAME MIN GROW SPACING SIZE QTY 87 EA THROUGHOUT CONSTRUCTION SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. SPACE E��i SUF�VEY _ ATION 17 CONSTRUCT A2-8 CURB do GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 276 LF LAGERSTROEMIA LAVENDER CRAPE II HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) 18 INSTALL STOP SIGN R1 (30") 6 EA17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. CLYDESDALE INDICA MYRTLE HYBRID 3 20 OC 15 GAL 35 THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH 19 PAINT LIMIT LINE do STOP LEGEND *MUSKOGEE" CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE 6 EA GENERAL TELEPHONE METROPOLITAN WATER DISTRICT 20 PAINT DOUBLE 4' SOLID YELLOW LINE 585 NORTH MOUNTAIN AVENUE 700 N. ALAMEDA STREET IRONSTONE PRUNUS NCN 3' 20' OC 15 GAL 10 DESCRIBED AS FOLLOWS: NO MONUMENTS CURRENTLY EXIST WITHIN THE a�Ed LAND S�9 305 if UPLAND, CALIFORNIA 91786 BOX 54153 BUREIANA LIMITS OF THIS CONSTRUCTION ��`� P,R K �� !F� 21 INSTALL TRAFFIC SIGN, W53 "NOT A THRU STREET" 2 EA 1-800-482-6711 LOS ANGELES, CA 90054-0153 2 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 101-A (WIDTH PER PLAN, X=3') 6,412 SF (213) 217-7474 OLDENBERG PYRUS CALLERYANA BRADFORD 3' 20' OC 15 GAL 29 "ARISTOCRAT" PEAR DATED5870 * PAID FOR BY THE DEVELOPER, INSTALLED BY SCE, AND COORDINATED WITH CITY TRAFFIC SECTION. SOUTHERN CALIFORNIA GAS COMPANY COMCAST MARK WARE - L.S. NO. 5820 Exp. 216 N. EUCLID AVENUE 1 DUPDUPONT ST. GOLDEN SPUR TRISTANIOPSIS NCN 3' 20' OC 15 GAL 9 `n ONTARIO, CA 91762 ONTARIO, CA 91762 LAURINA JA * STORM DRAIN CONSTRUCTION NOTES QUANTITIES 1-800-427-2200 RES. (909) 983-9895 PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF 1-800-427-2000 COMM. (PORTION OF RED HILL) ERIOBOTRIA BRONZE LOQUAT THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY Of CALIFS 30 CONSTRUCT STORM DRAIN MANHOLE NO. 1 PER RANCHO CUCAMONGA STD DWG 318 ROCKING HORSE DEFLEXA TREE 3 25 OC 15 GAL 4 SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO 3 EA CHARTER COMMUNICATIONS RESET THE MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED 31 CONSTRUCT STORM DRAIN MANHOLE NO. 2 PER RANCHO CUCAMONGA STD DWG 319 1 EA CUCAMONGA COUNTY WATER DISTRICT 6680 VIEW PARK COURT TO THE CITY. w 32 - 9641 SAN BERNARDINO ROAD CONSTRUCT 30 RCP (D-LOAD AS SHOWN ON PLAN RIVERSIDE, CA. 92503 ( ) 441 LF RANCHO CUCAMONGA, CA 91730 CONSTRUCTION DEPT. CONSTRUCTION NOTES FOR STREET TREES' PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY 33 CONSTRUCT 24" RCP (D-LOAD AS SHOWN ON PLAN) 178 LF (909) 987-2591 C/O STUART KING 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY (909) 343-5165 SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED 34 CONSTRUCT 18 RCP (D-LOAD AS SHOWN ON PLAN) 178 LF 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE 35 REMOVE EXISTING BULKHEAD AND JOIN EXISTING 1 EA PRIVATE ENGINEERS NOTICE TO CONTRACTOR: FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY PROVIDED TO THE CITY. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR DIVISION. GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. SOUTH NORTH TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR OR OR NOT SHOWN ON THESE PLANS. SOUTH NORTH WEST EAST I CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION EST FOR ORR/W R/W WST 66' PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE: AND COMPLETE RESPONSIBILITY FOR R/W IR/W , JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS 50' 11 44 1 1 AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO 5' 7' 36' 7' 5' 0.5' 4' 6' 4' 0.5' NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD PU pUE 21 21 DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 1' 2 6 2 Z 1 2z 2% 2% 2% PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN SwE SWE UNAUTHORIZED CHANGES do USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR2z 1.77 I 1.7z 2z - LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN _ - `� __ ___- ___-__ _ �� --• - - 4 4 WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 2 4 2 0 4 1 4 1' WATER y 1' - -UNDEFKFIOUND STRUCTURES fIUCTURES 2 0 0 WATER O SEWER 2 SEWER ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER TYPICAL SECTION TYPICAL SECTION ITY OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED IRONSTONE DRIVE, OLDENBERG COURT, ROCKING HORSE PLACE DESCRIPTION OF REVISION DATE APPCROOVED: WITH THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER BY ACCEPTING CLYDESDALE DRIVE - STATION 16+53.20 TO STATION 17+93.47 THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO CLYDESDALE DRIVE - STATION 10+00.00 TO STATION 16+53.20 - - AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY NTS T T.L=6R=70 CITY OF RANCHO CUCAMONGA DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR T.I.=5, R=70 STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORD EXAMINED. LOCATED AT VARIANCE WITH THAT REPORTED OR WEST EAST WEST EAST SHOWN ON RECORDS EXAMINED BY THE CONTRACTOR IS REQUIRED TO TAKE R/W I , R/W R/W I , R/'" TRACT 14494-1 DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES 50 50 SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT 7' 36' 7' 5' 7' 36' 7' STREET IMPROVEMENT PLANS SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF 0.5' - 6.5' 6' 6.5' 0.5' 1' P 2' 2' 6' 6.5' 0.5' TITLE SHEET THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 2:1 2 2:1 WE 2% j.7% I � =z 2% I ,� -�' - _ 2% �� I � 2% - E APPROVED BY DATE _ _ lh>tder outd Service Alert --- -- - -� - - , _ _ _ Ro 'o a t t fF FORE Y _ ID � CITY ENGINEER F. RCE 24953 <v Z DESIGN 'S B1 REC M Cal. TOLL FREE - 2 00 2 a 0 1 WATER 1-8Wy 1 WATER O 1 SEWER SEWER _ � rn - 2 � � �, � .. . ALLAAD ENGINEERING M L/J F c� No. 36052 m rr.ueei 9iand m TYPICAL SECTION TYPICAL SECTION °C Exp.6 30 2004 DRAWN Faa r0253 ,� SHE 227-2600 PEN-ROSE PLACE GOLDEN SPUR PLACE s, CI��� �1\ CGR/DEA/HMG �'� $1815xe" 1 of 7 TWO WORKING DAYS BEFORE YOU DIG NTS NTS ��F OF CAL�FC� CHECKED vMoND J. ALLARD R.C.E. 30/0 DRAWING N�041 T.I.=5, R=70 T.I.=5, R=70 CITY +.R EXPIRES 6/30/04 1V le I DATE 3• -o:- PROJECT SHEET NO. 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