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Home My WebLink About2519-DGENERAL NOTES 1. ALL WORK SHALL BE . DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO ST:ORM DRAIN IMPRO-V M NT PLANS CUCAMONGA STAN DARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHEI RENCE TO THESE STANDARDS AND SPECIFICATIONS. TRACT NO!. 119917 2. ALL PIPELINES UN OUDZ) I MW, lkimill OF ANY mil-qu, TELEPHONE OR rUVVF_M POLES, WATER r -F, li lrlR,'), VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN, ON THESE PLANS WITHIN THE CITY OF RANCHO CUCAMONGA RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, 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 PUBLIC WORKS, N ENCROACHMENT ENGINEERING DEPARTMENT PRIOR TO ANY ENCROA MENT OR CONSTRUCTION WITHIN ANY CITY: OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. ALL GRADE STAKES SH -ALL BE SET BY THE CONTRACTOR OR ENGINEER, PAM:NG STAKES SHALL N N BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS 'WITHIN 0.01 FOOT OF SOB -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. LOCATION OF TEMPORARY Y B. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS,, OR CROSSINGS BENCHMARK SCRIBED SHALL BE CONSTRUCTED PRIOR TO PAVING. ON TOP OF CURB 12.3' EAST OF CUR: B 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL -ANGLE POINT GROUND AND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO ELEVATION 1425.22 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 INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY- R -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT 01F AGGREGATE BASE. D U 10. PAVING SHALL BE PERFORMEI IN ACCORDANCE WITH R` -`VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY C-) MATERIAL, THE SUB-GRADESHALL 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. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SU: -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 r 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. E L 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 100 50 0 100 200 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE R UE ST OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQU! ST THE SCALE IN FEET REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 1 (in nch 100 ft. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORD' ERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17. CONTACT ALL UTILITY COMPANIES AS, REQUIRED, 48 HOURS PRIOR TO EXCAVATION. PRIVATE ENGINEERS NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST ST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE WORK PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY SPECIAL NOTE AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATION'S PRIOR TO CITY " ACCEPTANCE OF STORM DRAIN FACILITIES DEVELOPER IS OBLIGATED TO CONSTRUCTION OBTAIN VIDEO PICTURE OF DRAINAGE FACILITIES AS DIRECTED BY THE CITY INSPECTOR. HARD COPY OF VIDEO MUST BE GIVEN TO CITY. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE D U RESPONS11BILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS AS -BUILT CERTIFICATION REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKIN: G I HEREBY CERTIFY' THAT THE "RECORD DRAWING" MEASUREMENTS AS SHOWN HERON 'EMIAND HOLD THE OWNER HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY WERE MADE UNDER MY SUPERVISION OR AS NOTED AND ARE CORRECT TO THE BEST AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN OF MY KNOWLEDGE AND BELIEF. CONNECTION WITH THIS PROJECT, EXCEPTING FOR FOR THE LIABILITY ARISING FROM THE DATE: SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. ANGEL CESAR RCE NO. 87222 UTILITY CONTACTS CONTACT ALL UTILITY COMPANIES AS REQUIRED, 2 DAYS PRIOR TO EXCAVATION, ELECTRICITY AND GAS: ELECTRICITY SOUTHERN CALIFORNIA EDISON (800) 655-4555 RANCHO CUCAMONGA MUNICIPAL UTILITY (RCMU) (909) 919-2612 SOUTHERN CALIFORNIA GAS - RESIDENTIAL (800) 427-2200 WATER AND SEWER: CUCAMONGA VALLEY WATER DISTRICT (CVWD) (909) 987-2591 CABLE TV TIME WARNER/ ADELPHIA CABLE (888) 892-2253 CHARTER COMMUNICATIONS(866) 499-8080 FRONTIER COMMUNICATIONS (877) 908-1288 REFUSE BURRTEC DISPOSAL (9109) 9187-3717 CONSTRUCTION NOTES ITEM DESCRIPTION INSTALL 18- RCP (CLASS IV) CONSTRUCT MANHOLE NO. 1 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO, 3118 9 LOT 10 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 331 (D CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300 REMOVE EXISTING BULKHEAD CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD, DWG, No. 307, TYPE A INSTALL 24° RCP (CLASS IV) INSTALL 3x3' CATCH BASIN, SOLID COVER : PER BROOKS PRODUCT NO. 3636CB OR EQUAL. 19'3210' "E BASIS OF BEARINGS ARE BASED ON THE SOUTH LINE OF SECTION 27 BEING N8 PIER CALTRANS R'IGHT OF WAY MAP NO. 67018-01 DATED APRIL 14, 1994. 2� AAWWWWWWANN-M w nii A I QUANTITIES 94 LF 1 EA 2 EA 2 EA I EA 2 EA 128 LF I EA I BM 10089 BANYAN STREET SAINDTON PL ELEV.= 1510-427' p I LOCATION OF IITEMPORARY BENCHMARK SOR101FID: X ON TOP OF CURB I 12-S EAST OF CURB' ANGLE POINT INDEX SHEETS SHEET NO, DESCRIPTION TITLE SHEEN NOTES, QUANTITIES & INDEX MAP 2 STORM DRAIN PLAN AND PROFILE 111-41001 : BC BEGIN CURVE C.B, CATCH BASIN CL = CENTERLINE DWG ORA WING DWY DRIVE WAY EC = END CURVE EX. EXISTING FL = FLOWLINE GO GRADEBRE4K HGL = HYDRALIC GRADE LINE INT = INTERSECTION INV INVERT Js = JUNCTION STRUCTURE LAT LATERAL UH = MANHOLE NTS = NOTE TO SCALE PL = PROPERTY LINE Q100 = 100 YEAR STORWATER FLOWRATE RCP = REINFORCED CONCRETE PIPE R1W = RIGHT OF WA Y 5 = SLOPE SS = SANITARY SEWER STA = STATION ST I.T. - STREET LIGHT T C. TOP OF CURB VMAX MAXIMUM STORMWATER VELOCITY WTR = WA TER BE-N P...HlMARK DATUMNOTE: THE DESIGN ELEVATIONS ON THIS PLAN ARE BASED ON CITY BM 110089, REFERENCED HEREON, THE PROPOSED IMPROVEMENTS ARE DESIGNED TO JOIN TRACT 18122 EXISTING IMPROVEMENTS, WHICH WERE CONSTRUCTED BASED UPON A DIFFERENT BM AND POSSIBLY A DIFFERENT DATUM (NGVD 29 VS. NAVD 88). DEA SURVEYED THE EXISTING TRACT 18122 IMPROVEMENTS FOR PROPER PAVEMENT/GRADING JOINS ACCORDING TO BM 10089 ELEVATION. DUE TO THE APPARENT DATUM DIFFERENCE BETWEEN THE ADJACENT TRACT 18122 PLANS AND THESE PLANS, THE ELEVATIONS ON THIS PLAN WILL DIFFER FROM TRACT 118122 PLANS BY APPROXIMATELY 2.50'. A TEMPORARY BENCHMARK HAS BEEN ESTABLISHED CLOSE TO THIS SITE FOR THE CONTRACTOR TO UTILIZE, BASED ON BM 10099 ELEVATION. SEE INDEX MAP HERE ON FOR LOCATION OF TEMPORARY BENCHMARK, DESCIRPTION OF RMSION .............. CUCAMONGA CITY OF RANCHO LA STORM DRAIN ]MIPROVEM)ENT PLA AND PROFILE TRACT NO. 19917 ------ - ----------- I---- ------ . ....... II. .... ..... . ..... . .. .. . ...... IIII-4-7 . ........ III7 7 I+ It I�uj IIIIIt 4 IIF 14 10- .ExJSARG-j_SUR AM 4 W PIPt II+,E6 Icd ibd ca IPROPOSE[ ING SUPFAPE7 1, �Vl R Atg_ II............ P RQP 87SD IIt.... ...... ... IIIcd - L -0 7bo I14010-111 fpo > 1 1 r- — ar- I 04 to c + ro II -7 cq 4 ------- 7' —1 I'Lo, + L III(0 Int SP II.. . ....... I0 `df -2V- t�,' II43 OOC,, 6.21 — a .. . ........ . 4STAL 16 ps ps IIRCP CLASS -5 7 ------ u C . .. ........... III- -- ---- -__ ------- - -- 4- I;R :m DRAI T: LATERAL XSTOR� Ll N E A ORM D AIN IL ... ...... . ------- - ------- - -_ - I+ PROHLE PROFILE ..... ...... 16+00 17+00 0+00 - JUNCTION 5IRU-CREL-11 A 45' EXISTING 24" SD PER B 18' 'AS -BUILT DING. NO, C 2.44' 25 � 2356-D FOR TRACT D 24" ..... NO. 18122 JUNCIION MUCTURE #2 A 45' B 18" C 2,44' D 24" 100 0 z /U F_ L=17.67', R=22,50' T=:9.32' A = 045*00' r-,, ST, STA. 28+13.13 - - -------- IIII..... .. ..... t IIVlRf, W I. ...... .. .. ------ ------- + ------------ I.... .... . . .. ...... .. --- --- IIIII---- ------ IC14 Nd sukX6i' --- - - ------ co 114 -141& RF �W-E IIID D __Jl�' H_ 1 AL-Od! K �W)9131N tW4 Kt A E NA4L PER .......... -1 ----------- --- - - IX KA* -7, IIIIIIIL A. II-------- -- 0 f 1400 140 I.0 F IIr j .... .... . . ........ ------ M II:e= u po. :L Q� 00 + I1 4- +1 m 7 I. ... . ......... II--- ------ - ------ 4 . . ......... 13901 I I 13910-- ...... ..... ---- -- - IIPRIVATEr-STO-m-1- :�,-SEAR�TE` -PERMIT- IDR -A, IN--rJNEi_PE - --------- I -T I .......... i:Sl LL I. ......... --------- - -- IVMAX=1.13-1fps i IIVMAX II....... .... . . ... .. ...... ... . ......... ... . ...... L I... ........ LATERA� B rJORWDRAIN .......... 4 4 IPROFILE. IIt ------ - ... ... . ..... fIIA R F _pj III)io 1+00 2+00 3+00 4+00 I77 T . . . . . . f I IIILOT II4 9 Pi:R:O: ILE SCALES HORIZ. 1 =40' IVERT. 1 41? ST. STA. 28+13.13 'LOT S.D. STA. 0+41.73 SD LAT. A 7 C.B. (SUMP') W=7',V=4.0' I1406.76 TC ,,0+53 I77 T . . . . . . f I CONSTRUCTION NOTES ITEM DESCRIPTION INSTALL 18- RCP (CLASS I:V) CONSTRUCT MANHOLE NO. 1 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 318 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 331 ( A I CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA SID, DWG. NO. 300 REMOVE EXISTING BULKHEAD CONSTRUCT LOCAL DEPRESSION, CASE B, W=7' ( PER CITY OF RANCHO CUCAMONGA STD. DWG, NO, 3W. INSTALL 24- RCP (CLASS I:V) PT C' DESCRI: ION OF REVISION DATE I APPROVED: i'HO CUCAMONGA CITY OF RANC STORM DRAIN 1IMPR OVEIVIENT PLAN AND PRO: ILE TRACT NO. 19917 COPLEY DRIVE APPROVED BY- CITY ENGINEER DESIGN AU CHECKED AC R�QE. NOM T FILE NO SHEET 2 OF II4 Pi:R:O: ILE SCALES HORIZ. 1 =40' IVERT. 1 41? CONSTRUCTION NOTES ITEM DESCRIPTION INSTALL 18- RCP (CLASS I:V) CONSTRUCT MANHOLE NO. 1 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 318 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 331 ( A I CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA SID, DWG. NO. 300 REMOVE EXISTING BULKHEAD CONSTRUCT LOCAL DEPRESSION, CASE B, W=7' ( PER CITY OF RANCHO CUCAMONGA STD. DWG, NO, 3W. INSTALL 24- RCP (CLASS I:V) PT C' DESCRI: ION OF REVISION DATE I APPROVED: i'HO CUCAMONGA CITY OF RANC STORM DRAIN 1IMPR OVEIVIENT PLAN AND PRO: ILE TRACT NO. 19917 COPLEY DRIVE APPROVED BY- CITY ENGINEER DESIGN AU CHECKED AC R�QE. NOM T FILE NO SHEET 2 OF