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HomeMy WebLinkAbout1812 BENCH MARK NO. 148-B GENERAL NOTES AT THE N.E.C. HIGHLAND AND 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO ETIWANDA AVENUES, 66' N. CL CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- I HIGHLAND AVE., 24' E. OF CL CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL ETIWANDA AVE. AT THE N.W.C. BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. _ ENOF 4'X8' DROP-IN-BOX FOR LEGD DRAIN CULVERT, SET STD. BRASS 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, _- _ __.--__.._.._,_ PROJECT DISK. VALVES, FIRE HYDRANTS, ETC. SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR — — — — SITE - - CENTERLINE ELEV. 1432.612 IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, BAN_ YAN STREET_ REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF -`—^'�, — &"'•A" ----- - -- - CURB AND GUTTER RANCHO CUCAMONGA. SIDEWALK 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE -- -- RIGHT OF WAY 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 ►+Io AwiuE O STREET TREES ON THESE PLANS. ( 13 14 15 FS FINISHED SURFACE 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, I 12 FL FINISHED SURFACE ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OR RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. L ANQ 'J TC FINISHED SURFACE (; 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL SHEET 2�` L- FINISHED SURFACE BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE PUE PUBLIC UTILITY EASEMENT ELEVATION AND AT NOT MORE THAT 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. I 10 ; SWE SIDEWALK EASEMENT 17 16 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. I ��1CINTTY �P 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL 9 NOT TO SCALE 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. Q iQ 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. 8 , 18 19 LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STAE3ILITY OIL CONTENT AND STREET CONSTRUCTION NOTES QUANTITIES� I � - GRADATION OF ASPHALT PAVING. I I I -- - 1 CONSTRUCT 0.25' AC OVER 0.33' AGGREGATE BASE 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ]L 7 -r- - SHEET 2 46,500 SF LTJ I I C 2 CONSTRUCT A2-6 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 2,377 LF ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE � �-- ' ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE, 3 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 4 EA I U j 6 I M 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103 11836 SF 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TEST'S TAKEN TO I � ' 21 20 ' DETERMINE STRUCTURAL SECTIONS. ! Q 5 CONSTRUCT SPECIAL CROSS GUTTER (STEEP GRADES) PER CITY OF RANCHO CUCAMONGA i STD. PLAN 106-8 1,880 SF (2 EA) 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- SHEET 3 5 I 6 MODIFY AND ADJUST MANHOLE GRADE (SEWER do STORM DRAIN MH) 7 EA GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OFA I I ` QUALITY BETTER THAN THE NATIVE MATERIAL. I i * 7 CONSTRUCT STREET LIGHT 5800 LUMEN PER CITY OF RANCHO CUCAMONGA STREET LIGHT STANDARDS 11 EA s LL` 8 ADJUST VALVE COVER TO GRADE (WATER MAIN) 11 EA 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY 4 ; 9 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300, 304 AND 305 THE E.P.A. FOR USE UNDER AC AND PCC SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS 2 EA RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. ; 10 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 307 2 EA 1 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THEI�- 11 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD PLAN 401-A AND 401-B 4 EA DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUALITIES II -F COUF SHEET 2 12 INSTALL STREET TREES PER NOTES AND LEGEND SHOWN HEREON 36 EA 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 I - 13 INSTALL TRAFFIC SIGN PER PLAN 4 EA THE OTHER ITEMS OF WORK. 1 2 14 PAINT "STOP" PAVEMENT MARKING AND LIMIT LINE PER CALTRANS STD PLAN A24D AND A24E 3 EA 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED , 25 24 15 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD PLAN 101-A (WIDTH PER PLAN, X=3') 2,502 SF AT EACH INTERSECTION I I - - 16 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD PLAN 107-B 2 EA 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE 1 I * PAID FOR BY THE DEVELOPER, INSTALLED BY SCE, AND COORDINATED WITH CITY TRAFFIC SECTION CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHAD_ BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FEE, ORDERLY STATE, �rr� non E — 1--- THROUGHOUT CONSTRUCTION SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. -�"" , 7 STREET TREE LEGEND GENERAL TELEPHONE METROPOLITAN WATER DISTRICT 585 NORTH MOUNTAIN AVENUE 700 N. ALAMEDA STREET - - STREET NAME BOTANICAL NAME COMMON NAME MIN GROW UPLAND, CALIFORNIA 91786 BOX 54153 SPACE SPACING SIZE QTY 1-800-482-6711 LOS ANGELES, CA 90054-0153 (213) 217-7474 TAYLOR CANYON ERIOBOTRIA BRONZE LOQUAT 3' 25' OC 15 GAL 15 SOUTHERN CALIFORNIA GAS COMPANY COMCAST INDEX MAP DEFLEXA TREE 216 N. EUCLID AVENUE 1205 DUPONT ST. ONTARIO, CA 91762 ONTARIO, CA 91762 ��p COURT OCCIDENTALIS ERCIS WESTERN 3' 20' OC 15 GAL 6 1-800-427-2200 RES. (909) 983-9895 1-800-427-2000 COMM. (PORTION OF RED HILL) NTS REDBUD HORSESHOE COURT PRUNUS NCN 3' 20' OC 15 GAL 5 CUCAMONGA COUNTY WATER DISTRICT CHARTER COMMUNICATIONS BUREIANA 9641 SAN BERNARDINO ROAD 6680 VIEW PARK COURT RANCHO CUCAMONGA, CA 81730 RIVERSIDE, CA. 92503 LAGERSTROEMIA LAVENDER CONSTRUCTION DEPT. LUSITANO COURT INDICA CRAPE 3' 20' OC 15 GAL 10 (909) 987-2591 C/O STUART KING MUSKOGEE MYRTLE (909) 343-5165 SOUTH NORTH OR OR PRIVATE ENGINEER'S NOTICE TO CONTRACTOR R w I EAST THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ' 7' 50' 7' S' CONSTRUCTION NOTES FOR STREET TREES; 5 WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE E 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR 1' Put'V ' 6' 2, Y'UE 1' GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR 2: I swE 2.� FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY NOT SHOWN ON THESE PLANS. - - i 2� 2x r REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION 2'� }_ - _ , ��y < ? 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR I _ __ DIVISION. JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS - nE 4 2 Q 1 2 4 _,, __ 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO WATER O NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD SEWER DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN TYPICAL SECTION UNAUTHORIZED CHANGES do USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LUSrTANO COURT, HORSESHOE COURT, ROCKWEED COURT LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN NTS WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. T.I.=5, R=70 o� UNDERGROUND STRUCTURES REVISED DRAIN OUTLET TYPE �r ,sH2. 7_8_C3 Y. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WEST EAST SURVEY f1�I0NUMENTATION DESCRIPTION OF REVISION DATE APPROVED: Cffy WITH THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER BY ACCEPTING R/W I R THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO 50' 1 HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S)LIMITS LANG AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY 5' 7' 36' 7' THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH ��5� SLRLF CITY OF RANCHO CUCAMONGA DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR v PRK INq STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUE CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE PUBLIC RECORD EXAMINED. LOCATED AT VARIANCE WITH THAT REPORTED OR 1' 2' 2' 6' 6.5' 0.5' DESCRIBED AS FOLLOWS: NO MONUMENTS CURRENTLY EXIST WITHIN THE SHOWN ON RECORDS EXAMINED BY THE CONTRACTOR IS REQUIRED TO TAKE i 2 WE 1 2 LIMITS OF THIS CONSTRUCTION 5820 2' = 2' f-- - ' ' * ��s,,,� TRACT 15902 DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES :� � r,:`_ 2. J, Exp �c4 SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT DATED DSHALL 7i �'l ��r THE UTILITIES SEOROSTRUC STRUCTURES CONCERNED BEFORECTOR'S RESPONSIBILITY TO OTIFY THE STARTING WORKRS OF L�gr ( �li ' MARK WARE - L.S. N0. 5820 F Of C�,fVfIE�a STREET IMPROVEMENT PLANS 4 2 0 b 4 O 1 WATER PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF Underground Service Alert SEWER THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY APPROVED BY: DATE: o� TYPICAL SECTION SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO QROFEss/Oti CITY ENGINEER RCE: 24953 FORE r TAYLOR CANYON PLACE RESET THE MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED �O ONO J. q� -9� o Qi C> T�L TO THE CITY. �� ,`� ( FZ DESIGN RECOMMEN NTS 9� Dew ALLARD ENGINEERING Dp T.I.=5, R=70 "' o Z17 1- PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY 0 No. 36052 ❑.a F, -Lmd s �� OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY w rm*7 DRAWN RM s'*" 9 SHEET Fmt® ['al q *rnda m 92135 227-26M SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED Exp.6 30 2004\ DEA, JK, HMG, CGR MG-1015 n� 1 PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE �t' P �.a/X 1 �F 3 TWO WORKING DAY'S BEFORE YOU DIG PROVIDED TO THE CITY. 9�F �I CAI`-\F�' CHECKEDCITY ��,Zu r��L a�R�E 6��� DRAWING N0. X_WD 1812 DATE PROJECT SHEET NO. 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