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HomeMy WebLinkAbout2255-D Jill I Kim- 'LAP all 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, PROJECT CONTRACT DOCUMENTS f4o ASPECIFICATIONS), AND THE CITY OF RANCHO CUCAMONGA STANDARDS, AND THE CALTRANS STANDARDS ND SPECIFICATIONS, CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. .5fo MILLER AVE 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETCETERA, SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS Aa OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED, RELOCATED, OR AM I PROTECTED IN PLACE AS REQUIRED AT NO EXTRA COST TO THE CITY OF RANCHO CUCAMONGA. . 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. �` to ENETO 4. THE CONTRACTOR SHALL RECONSTRUCT, REPLACE OR REPAIR EXISTING STRUCTURES, PAVEMENT, CURB, GUTTER, UTILITY LINES ANDAL A& OTHER APPURTENANCES AFFECTED BY THE INSTALLATION OF THE STORM DRAIN VIA V A SYSTEM. 5. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE STANDARDS OF THE STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY, DEPARTMENT OF T NPORTATION {CALTRANS} "STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND AND MAINTENANCE WORK ZONES" (S.A.F.T.), CURRENT EDITION, THE SPECIAL PROVISION, AND IN ACCORDANCE WITH THE DETOUR AND PHASING PLANS. TRAFFIC CONTROL AND SAFETY DEVICES SHALL BE PLACED AND MAINTAINED TO THE SATISFACTION OF THE ENGINEER. NO SUCH DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT APPROVAL OF THE ENGINEER, 6. PRIOR TO PERFORMING ANY EXCAVATION ON THE PROJECT THE CONTRACTOR SHALL SUBMIT SHORING DRAWINGS 0 TO THE RESIDENT ENGINEER FOR APPROVAL AND FOR REVIEW BY THE CITY ENGINEER. IF SUCH SHORING DOES NOT CONFORM TO STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS DEALING WITH EXCAVATIONS AND PROJECT TRENCHES AS ISSUED BY THE DIVISION OF INDUSTRIAL SAFETY THEN SHORING CALCULATIONS AND DRAWINGS SITE TE SHALL BE PREPARED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. V) PLAN LEGEND u2V TR U f T E 7. DESIGN OF THE R.C.P. SHOWN ON THE CONTRACTD WINGS IS BASED ON THE ASSUMPTION THE PIPE WILL _< >_ N- BE INSTALLED IN ACCORDANCE WITH THE PIPE BEDDING DETAIL AS SHOWN ON CITY OF RANCHO CUCAMONGA STD. DWG. No. 341, IF THE TRENCH WIDTH EXCEEDS THE OUTSIDE DIAMETER OF THE CONDUIT PLUS 20 INCHES w MODIFIED AND OR PIPE OF ADDITIONAL STRENGTH SHALL BE PROVIDED. THE THE BEDDING SHALL BE / T.C. TOP OF CUR S D MODIFICATION SHALL BE APPROVED Y THE CITY ENGINEER. 111 PROPOSED CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. N 300. INSTALL E C.F. CURB FACE LO-CARD CATCH BASIN FILTER INSERT Y KRISTAR ENTERPRISES (1-500-579-8819) PER DRAWING OTHIL L B. TRENCH BACKFILL SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STD. DWG. No. 120 AND SHALL BE o. FGP-0002. CONTRACTOR TO VERIFY CATCH BASIN INTERIOR DIMENSIONS AND MAXIMUM ALLOWABLE VERIFIED BY COMPACTION TESTS TO THE SATISFACTION OF THE ENGINEER. A.C. ASPHALT CONCRETE DEPTH FOR FILTER INSERT PRIOR TO INSTAL TION. REFER TO DETAIL HEREON...................•.-.......-...-,-.-...--.........,-...., EA. w . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL F.L. FLOLINE COMPACTION TESTS SHALL BE SUBMITTED LIP LI GUTTER 2 CONSTRUCT LOCAL DEPRESSION A7 CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 307, S V INE w SUB-GRADES SHALL BE PERFORMED. A WRITTEN REPORT WITH THESELIP CASEB.................................................................................................................................................. E , TO THE CITY ENGINEER FOR APPROVAL AND FOR REVIEW BY THE CITY ENGINEER PRIOR TO THE PLACEMENT OF VILLAS T.G. TOP OF GRATE 7U No. PER CITY OF RANCHO CUCA ONGA STD. P 331�...................................... . 1 EA. � BASE MATERIALS AND/OR SURFACING, 3 CONSTRUCT JUNCTION STUC SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE INV. INVERT OF PIPE EA. 1 O. PAVING CONSTRUCT JUNCTION STRUCTURE No. 4 PER CITY F RANCHO CUCAMONGA STD. PLAN 333 ...................................•.-, STRUCTURAL SECTIONS {PRIOR TO PAVING). T.W. TOP OF ALL D7CONSTRUCT TRANSITION STRUCTURE No. 3 PER CITY OF ANCHO CUCA ON A STD. P N 336 .................................... . 11. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER SOLELY FOR THE CONVENIENCE OF THE T.F. TOP OF FOOTING L.F. CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES H.P. HIGH POINT 6 INSTALL 120" DIA. R.C.P. STORM DRAIN, 1500-D.......................................................•..... .... BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY FINISH SURFACE 7 INSTALL B" DIA. R.C.P. STORM DRAT 1500-D................................................................................................... 11 L.F. LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF F.S. LU WORK. F.G. FINISH GRADE B INSTALL 24" DIA. R.C.P. STORMDRAIN, 1500-D.................................................................................................. 1 L.F. 12. SOIL BORING LOGS ARE MADE AVAI BLE FOR THE CONTRACTOR FOR SUCH USES AS HE MAY CHOOSE TO GR. BK. GRADE BREAK g --�- CONSTRUCT MANHOLE Na. 2 PER CITY OF RANCHO CUCAMONGA STD, PLAN ,319.....,.................................................... 2 A. MAKE OF THEM IN THE PREPARATION OF HIS BID. THE CITY OF RANCHO CUCAMONGA GIVES NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT SUCH SOIL BORING REPRESENT A TRUE AND COMPLETE CROSS-- F.F. FINISH FLOOR <1 INSTALL TEMPORARY C.M.P. CATCH BASIN AND CONNECT TO 48" R.C.P. PER CITY OF RANCHO SECTION OF ALL THE MATERIAL TO BE ENCOUNTERED IN PERFORMING THE EXCAVATION AND EARTHWORK G.L. CENTERLINE CUCAMONGA STD. PLAN 311. REFER TO PROFILE HEREON.. ................................................................................... . 1 EA. ON THIS PROJECT. R/W RIGHT-OF-WAY 11 REMOVE EXISTING CONCRETE HEADWALL AND OUTLET STRUCTURE (INCLUDING TRASH RACK AND 13, WHERE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SUPPORTED, SAID SUPPORTS SHALL BE IN POINT CHAIN LINK FENCE) AND CONNECT PROPOSED R.C.P. TO EXISTING STORM DRAIN......................................................... 1 EA. ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. No. 339 UNLESS OTHERWISE INDICATED. PT. EXISTING TREE TO BE REMOVED1 REMOVE EXISTING PIPE CLOSURE AND CONNECT PROPOSED R.C.P. TO EXISTING STORM DRAIN...,.,.................................•-- 1 EA. 14. CITY APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE L.S. CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION, UPON REQUEST THE REQUIRED GE-_ REMOVE EXISTING RIP-RAP.....................................................................--,--.....•,....-.......-.......,,...........'...'...."`.. PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. PROPOSED GRADED SLOPE L.S. 1 OV EXISTING G.M.P. CULVERTS, INCLUDING THEIR INLET AND OUTLET STRUCTURES ............................................. . 15. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, AND HAZARD FREE, ORDERLY 15 REMOVE EXISTING STEEL PLATE ULKHEAD A7 STORM DRAIN SYSTEM OUTLET INTO ETIWANDA/SAN SEVAINE CHANNEL STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE RESIDENT ENGINEER. PROPOSED ASPHALT CONCRETE PAVING (CONSTRUCTED PER ctrY OF RANCHO CUCAMONGA DRAWING No. 2127 AND NOT SHOWN ON THIS PLAN)..........................., EA. 16. CONTACT UNDERGROUND ALERT AT 1-800-422-4133 AND ALL AFFECTED UTILITY COMPANIES AS REQUIRED O (2) WORKING DAYS PRIOR TO EXCAVATION, FIRE HYDRANT THE ABOVE QUANTITIES ARE NOTED ON THIS PLAN BY THE ENGINEER SOLELY AS AN 17. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL ESTIMATE OF THE WORK REQUIRED FOR THE PROJECT. THE CONTRACTOR IS HERE--BY UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACCEPTABLE PARKWAY NOTIFIED TO PROVIDE A BID BASED ON HIS OWN DETERMINATION OF QUANTITIES AND A AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER AND SHEET FLOW DRAINAGE COMPLETE JOB., RESIDENT ENGINEER. ., EARTH SWALE AND DIRECTION OF FLOW 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS PRIOR TO BEGINNING WORK ON THE PROJECT. , 0/6---- GRADE WITH DIRECTION OF FLOW 19. CONTRACTOR SHALL POSSESS A "CLASS A" LICENSE (GENERAL ENGINEERING CONTRACTOR) IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTOR'S LICENSE LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE, SECTION 7000 ET SEQ) AND RULES AND REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS 7` -mm EXISTING GRADE CONTOUR LINE CONTRACT IS AWARDED. 1332 PROPOSED GRADE CONTOUR LINE --x®--x---x- EXISTING CHAIN-LINK FENCE PROPOSED CONCRETE BLOCK GARDEN WALL PROPOSED CONCRETE BLOCK RETAINING WALL PROPOSED DECORATIVE FENCE/WALL PER LANDSCAPE ARCHITECT'S PLANS R.D. ROOF DRAIN TRAFFIC SIGN -n ---MOUNTING 6) TP _ BRACKET REMOVE EXISTING SPECIFIER CHART- FILERMS 4 6 Curb op®ntng Storage clean 0 MODEL NO. Wiam capamly Flow RMaFt- EXISTING RETAINING WALL _w_ -CU. .o Fs FGP-24CI 2.0'(24") .95 338/.75 FGP•3 2.6 (30°) 1.20 45011.00 F -3 3.0' (�") 1.50 11.25 DUE] ¢ PROPOSED P.Y.C. STORM DRAIN FGP-4 3.6 (42') 1.60 67511.50 FGP-4 4.0'(48-) 2.10 76811.76 PROPOSED AREA DRAIN FGP-S.00I 5.a (60") 2.40 90012.E �-- EXPANSION FGP-6.00I 6A' (72) 3.05 1,12612.51 FILTER LINER BOLT SUPPORT BASKETT.. FGP 7.001 7.0' (84') 3.65 1,35013.01 DETAIL A FGP-8.0CI 8.0' (96'7 4 1,5T61151 MOUNTING BRACKET & EXPANSION BOLTS FGP-10. 10.0" (1 4 1, 14.01 SFS NOTE 2 SCALE 8/1 F -12 12.0' (144') 6.10 2, 15.02 CITY OF RANCHO CUCAMONGA BENCHMARK NO. 100 F 14. 14.0' (16n 7 2,70016.02 RUBBER GASKETS-- F -16. 16.0' (1 8.55 3.152 17.12 CURB DESCRIPTION: 2" BRASS DISK I CONCRETE WINGALL STAMPED 'CITY 16 18.0' (216') 9{45 3,48017.78 .. 4 y .. ..�'- $a. OPENING F d _ OF RANCHO CUCAMONGA BM 14032 1957" AT NORTHEAST CORNER OF FGFL21.DCI 21.0' (2 10.95 __4.OW 19.02FloGard +Plus CURB ' F -2a 26.0 (W) 14.60 5,400112.03 INLET FILTER -~ FOOTHILL BOULEVARD AND EAST AVENUE 5 FT. SOUTH OF NORTHERLY END OF WING WALL OF BRIDGE ACROSS ETIWADA CREEK. ASSEMBLY. Lv`AIOI'Va 1195.431 w NOTES r r 1. FI rd@+PLUS fitter inserts shalt be Installed across the entire s UTILITY CONTACTwidth of curb opening. rage city and n fl rat ale ed on full width installation. CATCHNOTICE TO CONTRACTOR wwm� 2. Filter Insert shall be attached to the catch basin with stainless stool BASIN. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PIAN CONTACT ALL UTILITY COMPANIES AS REQUIRED, 46 HOURS PRIOR TO EXCAVATION. eSee anchor baits m(gra" -1(2'minimum length.) FOSSIL ROCK ED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO d SECTION VIE& ABSORBENT POUCH. ARE OBTAIN TOP vlEw EXISTING UTILITIES EXCEPT A SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW 909 987-2591 s. FI rd +PLUS fit t des a debris tray SCALE 1/1 S OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE WATER/SEWER: CUCAMONGA VALLEY WATER DISTRICT { } d° torforthe of fl sand collected sediments LOCATION 10440 ASHFORD STREET PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. P.O. BOX 638 4. Flttersup rtframaahaitb® from int Type ---SEE DETAIL A FLO-GARE3® CURB INLET-- RANCHO CUCAMONGA, CALIFORNIA 91730 5. Fitter liner shall be constructed from durable polypropylene,woven, FILTER ASSEMBLY. UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM monofilament, t e.Filter liner t alt the retention of tar THE EXISTING UNDERGROUND CURB �aF Earp PRO AVAILABLE RECORDS AND SHOWN ACCORDINGLY, IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR GAS : SOUTHERN CALIFORNIA GAS COMPANY {909} 335-7965 b en events. - ,�.�- �OPENING VED � 4`� CONTACTING Inserts are supplied °dt n"fitter pout utilizing FOSSIL _ � Ammoff Aft CONTRACTOR IS RESPONSIBLE FOR s. Fitter PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5, THE C 16231 VALLEY BLVD HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, fitter medium the collection d retention of petroleum SERVICE ALERT OR CALT S ON STATE } FONTANA, CALIFORNIA 92335 UNDERGROUND { DETERMINE THEIR LOCATIONS & DEPTism'1111IONSIAM HS, INCLUDING ns(osis&greases). . rn WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALLa. SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO STARTING WORK ELECTRIC : SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 7. FI rd +Plus Mar Inserts FOSSIL ROCK filter medium 4 ENGINEER'S ATTENTION PRIOR TO THE ales must be maintained In with manufacturer '2.caa R.C.E. 29224 ARE NOT BROUGHT TO THE { ON THE PROJECT. IF CONFLICTING UTILITIES R 7951 REDWOOD AVENUE mmendations. --�-----. °" START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY CHANGES, FONTANA, CALIFORNIA 92336 6. Fl and+PLUS filter Inserts a I e in rd le of 24', .. Storm Drain REVISIONS OR MODIFICATIONS. ctvt� ��~� TELEPHONE : VERIZON �a',�s',42' as°and I In r€arlar,s bin ( to end)leo file length of n d FILTER LINER �e (}F` ��1..`�� SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS MOJAVE DRIVE BUILDING A {760) 245-0330 SUPPORT BASKET. . ALL CONTRACTORS D S 16071 ° � Villas SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND 9. a fl p aro"calculated"°ba on liner of 140 Ions COMPLY WITH THE VIGTORVILLE, CALIFORNIA 92392 min squareof material,a factorot.so has led .<= THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL C atlaw for anticipated sediment&debris Loading.An additional safely CATCH OUTLET "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE STATE CABLE : CHARTER CABLEVISIQN (909) 343-5165 factorof .25&.50 may be a to all forma spealfio BASIN. ,> sedimentWdIrig. $. -.. ALL - ¢() OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAF ORDERS . 6680 VIEW PARK COURT RIVERSIDE, CALIFORNIA 92503 its. s pa acts maximum Ids collection prior totmpend 1-800-227-2600 "Mai'filtering The°uttim °hlgh�t will berme ." THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS SECTION A-A 53672 Impeded due to maximum sot loading. SERE►� AssociatesQI® COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARTMENT OF FIBER OPTICS: SPRINT - TRANSMISSION DEPARTMENT (909) 873-8022 SCALE 1/1 LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAF 282 S. SYCAMORE AVENUE cML INE 5 DESIGN RECOM;TD " RIALTO, CALIFORNIA 92376 TITLE Enterprises,KnStar O WORKING DAYS BEFORE YQ DIG TRA]DEMAW STREET ORDERS . Inc. "CAUTION". Remember that the USA Center 1f�271-� 30 DGA van Cwerv-a B SITE Ri aR P.O. x 19,Santa Row,CA 9 RANCHOIpH W) 417 CONTRACTOR FURTHER AGREES THAT HE SHALL ASJOS 7k 1 SOLE AND COMPLETE RESPONSIBILITY FOR JO notifies only those utilities belonging to 7 FAX t } 1-1 528 2 COND111ONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAF OF ALL PERSONS CAT BASIN FILTER INSERT Ph:800.579.8819, F 707.524.81 .kds the center, There could be other utilities ( } ORA0-10 SHEET ENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL (CurbInlet Style) o�A���,G�D. �� Esq Q� present at the work site. The center will AND PROPERTY; THAT THIS REQUIRE Inform you of who(m) they will notify. A OF ° AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE FGP-0002 oI25 3/zo/a7 aPR t�/�,�os sHEL� 1 QF 1 WORKING HOURS, A CHECKED CHO CUCAMONGAE CALIFORNIA 91730 ENGINEER HARMLESS FROM Y AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE DRAWING No. WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF Dank E. tauERRa DATE 28 PERFORMANCE OF W m R.C. 1-11 � C � 7 FAX( ) 1-15 THE OWNER OR ENGINEER. NNE= Ei DRI' AM- 7 .......T:, v,:,.: 0 N"-:�F R 0 1 Of ---------- L ...... -,Co + :z 7 A- -F I )SED" 0`� !-777� 7�' v T - - It, mt ,uvtiu G b i T:-i 7— T 7— A -41- TIN F G. R All G( 71 T 771 EXIS :-REM 7- 7 1210 7 T", L -C14 4C> R A i: 7. V) X LJ U7 .......... to -":7 i J. t U7 + Az>- 7" La C4 7 fz� T'' I to.. + J7 N R.0 P�­ 150 R.C.P 6�) 'T, flu- T 1, + 0) 'F,­12(��" R ''T AMA— v ILE SCALES.- PRO'" HORIZ. 1 =40" -A - I FF ------ 7 TT VERT. 1 =49 0 4 3 0 2 0 0 1+22.95 C.0 4871'IAL A,,, 1+25.45 C.L. LAL "A" - STIN SEWEA 8" R. P.11(6B�G. 36" C.M.P. Exi E END 4 C.L. �6" C.M.P. RISER 0 0\9q. Y. CAUTIOti: EXISTING 36 /HIGH j /I INV.=1178.3 V.W-. 1 A 00 - ;Awl T.G. 188.00, INV.=1178.43 'PuROJEiM BENdHMARK. PREStUR As LI N ES-/ ................ EXISTING 16" WATER PER C.V.W.D. CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10032: M N T DWG. No. 90-W42-5 RIW RIW 2" BRASS DISK IN CONCRETE WINGWALL STAMPED EXISTING-16" WATER W.1 'PER C V St \-R/W 7� DESCRIPTION DWG. No. 96-TW42-5 "CITY OF M " AT NORTHEAST 0I CORNER OF FOOTHILL BOULEVARD AND EAST AVENUE 5 FT. SOUTH OF NORTHERLY END OF WING WALL OF BRIDGE ACROSS ETIWADA CREEK. ELEVATION: 1195.431 ...... EXISTING 0+24. 6 C.L. 48"" LAL --NCEXISTING 10" V.C.P. SEWER PER &XISTI E.P. Lateral A -03 --j =0+00 STA. Pt. J.S. #2 EXIST1kG­­A,C,- BERM T H 11 PROFILE HEREON 14 00 C.L. 24" LAL "A-1" PROPOSED MEDIAN ISLAND C.V.W.D. DWG. No. 99-S26-13 ­_­­­­­­�%- -j ------ 97 ­— --------- 7 % 9J., ....... I - STING R.C.P. STORM DRAIN PER CITY OF PROPOSED P.C.C. CURO--&-,GUTTER M+674�d C.L. T. 4- �q + ------- 96 X/ EXI -93 PROPOSED E.P. PER CITY OF RANCH91 PROPOSED MEDIAN-ISLAND E.C., INV.=1178.04 7 0+1 37 C.L. LAL "A" s RANCHO CUCAMONGA 1jWG. No. 2127 CUCAMONGA` DRAWING No. 2227.,,-' TNV. 1177.81 UNDERGROUND SERVICE ALERT- Lateral ­,�ErXJS­T'ING E.P. ------r 4. -PROFILE HEREON 44� 7' 4� Ff. 1190 Line "A"'---, ri'A) j1O Lateral "13" R PROFILE EON '7 7 11 01T r Lf—L", -----7— 7mm,"M=in mm 77 J i I., Ri ------- =in no RNENNENNomm A: )T A Ole 7� v 3,- ------- ------ Olt F TWO WORKING DAYS BEFORE YOU DIG 7- J Y' `7------- 41 "CAUTION": Remember that the USA Center -PROPOSED P.C.0 cvl-%W G REMOVE VISTING Ca notifies only those utilities belonging to PER CITY OF,R NC :7 SIDEWAL HO�CUCAMONGA DRAW1jNG­-No-- 2227. OUTTL jE14,--tR`UC­TURE- J7� I ­k"Le 9! the center. There could be other utilities present at the work site. The center will f VI inform you of who(m) they will notify. �v -�4 & -1v 'Y 4L -77 J --117,4 11;-l-'-s�, ",'t "11� INI�l I!— C'4 -7 10 fl 4 4 pl� q p� N 4 L W -----,---"RA qH6' CUCA W(;.� No. 169 '�n z ---,i, �-' ­ T1%,kx1111-U i 1���� I MONGA D ­ ­�­`-­ fl , I?K 1JU)" T I TORM DRAIN PER CITY OF -T r- 10 EXISTING R. P; % 11q,i 0 'A Cq A (4 Z- %) j// Z_ -Z, z C> Ivy C-4 I I V)\ %IJ; + -C + 01 n7,I 7 6A '77 11" 40" /Co 4' -7 /" .-A % H ii 'Ile T" ILA .7� Rl N"� Z ?N- T-­7' j 'ji -J j c ILL -7, 7 n co� 0S, vi v IL ESs/6 Crry DESCRIPTION OF REVISION DATE APPROVED C1 OF RANCHO 1`;`UCAM0NGA Joftk rn No. Delta Radius Arc Length No. Bearing Distance 'T -ITIUN NONTE R.C.E. 29224 ;0 Plan & Profile C100 29*17'04" 180.00 92.00 LIOO N 00036'25" W 60.96' 60*3625" W 17.371. CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300. INSTALL INSTALL TEMPORARY C.M.P. CATCH BASIN AND CONNECT TO 48" R.C.P. PER CITY OF RANCHO dIX C z-v CIOI 60*00'00 45.00 47.12 11 1 �IVIIL­ L102 N 89*23`35" E 8.00, FLO-GARD CATCH BASIN FILTER INSERT BY KRISTAR ENTERPRISES (1-800-579-8819) PER DRAWING CUCAMONGA STD. PLAN 311. REFER TO PROFILE HEREON. 0 CA 0 &I- torm Drain PIM for L103 N 29*23"35" E 30.02' No. FGP-0002. CONTRACTOR TO VERIFY CATCH BASIN INTERIOR DIMENSIONS AND MAXIMUM ALLOWABLE REMOVE EXISTING CONCRETE HEADWALL AND OUTLET STRUCTURE (INCLUDING TRASH RACK DEPTH FOR FILTER INSERT PRIOR TO INSTALLATION. REFER TO DETAIL HEREON. AND CHAIN LINK FENCE) AND CONNECT PROPOSED R.C.P. TO EXISTING STORM DRAIN. San Scvtvne VXas L104 N 69"03'28" E 15.79 CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 307, REMOVE EXISTING PIPE CLOSURE AND CONNECT PROPOSED R.C.P. TO EXISTING STORM DRAIN. CASE B. (1�3 � REMOVE EXISTING RIP-RAP. DRC 2006 00,540 C3 CONSTRUCT JUNCTION TY OF RANCHO CUCAMONGA STD. PLAN 331. Dan 6114eerCi Q:4�>— REMOVE EXISTING C.M.P. CULVERTS, INCLUDING THEIR INLET AND OUTLET STRUCTURES. AL APPROVED BY: DATE e2 C4�-- CONSTRUCT JUNCTION STRUCTURE No. 4 PER CITY OF RANCHO CUCAMONGA STD. PLAN 333. UARDING EXISTING UTILITIES & .Associates REMOVE EXISTING STEEL PLATE BULKHEAD AT STORM DRAIN SYSTEM OUTLET INTO TIN STRUCTURE No. 3 PER CITY OF RANCHO CUCAMONGA STD. PLAN 336. ETIWANDAISAN SEVAINE CHANNEL (CONSTRUCTED PER CITY OF RANCHO CUCAMONGA DRAWING ffff ENGWEE1, R.C.E. No, 53672 LAND SURVEYORS DESIGN RECO DED THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN CIVIL ENGINEERS 6 INSTALL 120" DIA. R.C.P. STORM DRAIN, 1500-D. No. 2127 AND NOT SHOWN ON THIS PLAN). R BLE RECORDS. 10271-B TRADEMARK SMEET 7 INSTALL 48" DIA. R.C.P. STORM DRAIN, 1500-D. RANCHO CUCAMONGA CA 91730 DGA- DanCA L4 e-e Pi THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND (DE PH (W9)9874M FAX(9W)941-1528 8 INSTALL 24" DIA. R.C.P. STORM DRAIN, 1500-D. DRAWN & SSOC'C&S HE—ET UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL 2 AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. 9>— CONSTRUCT MANHOLE No. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 319. DGA OF -------- ------ 10271-B TRADEMMK STREff No. CHEC TF:m 7 7 -1- T k -T-- T T--- -77T E G LUEE R DA;j RANCHO CUCAMONGA CALIFORNIA 9173D R.C. .29M 0"1-11 PH(909)98743D6 FAX(909)941-1528 2.07'!7 Jill I r