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HomeMy WebLinkAbout1837-D VICINITY MAP STORM DRAIN GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, PROJECT CONTRACT DOCUMENTS (SPECIFICATIONS), AND THE CITY OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD J SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION WITH SUPPLEMENTS. CONTRACTOR- J - SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND BASELINE ROAD SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, w FIRE HYDRANTS, ETCETERA, SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS w P� OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED, OR w PROTECTED IN PLACE AS REQUIRED AT NO EXTRA COST TO THE CITY OF RANCHO CUCAMONGA. PROJECT SITE F�� 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND a SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR 7 SEE SHEET INDEX MAP INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 0 AIN IMPf OVEMEN PLANS4. THE CONTRACTOR SHALL RECONSTRUCT, REPLACE OR REPAIR EXISTING STRUCTURE , PAVEMENT, CURB, CHURCH (MILLER) ST. ST0fZGUTTER, UTILITY LINES AND OTHER APPURTENANCES AFFECTED BY THE INSTALLATION OF STORM DRAIN N.T.S. SYSTEM. h N 5. A PERMIT SHALL BE OBTAINED FROM HE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA w RIGHT-OF-WAY. W w 6. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH HE Q z STANDARDS OF THE STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY,DEPARTMENT OF 4_ TRANSPORTATION (CALTRANS) "STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND w AND MAINTENANCE WORK ZONES" (S.A.F.T.), LATEST EDITION, THE SPECIAL PROVISION, AND IN ACCORDANCE WITH MALVASIA WAY , FIRESTONE DR. TOEDETOUR THHE SATISFACDTIONAOFi THE ENGINEER. NO G PLANS. TRAFFIC OSUCHODEV!CAND ESASH LLDEVICES REMOVEDSHALL OR RELOCAPLACED TEDAND WI WITHOUTMAINTAINED FOOTHILL (RT 66) BOULEVARD APPROVAL OF THE ENGINEER. 7. CONTRACTOR SHALL LOCATE EXISTING LOOP DETECTORS AND RESTORE IN PLACE AFTER INSTALLATION OF HE _ s PROPOSED STORM DRAIN. 0 8. PRIOR TO PERFORMING ANY EXCAVATION ON HE PROJECT HE CONTRACTOR SHALL SUBMIT SHORING DRAWINGS O " W 3 TO THE CITY ENGINEER FOR APPROVAL. IF SUCH SHORING DOES NOT CONFORM TO STATE OF CALIFORNIA Q � - Q `` y CONSTRUCTION SAFETY ORDERS DEALING WITH EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION OF s INDUSTRIAL SAFETY THEN SHORING CALCULATIONS AND DRAWINGS SHALL BE PREPARED BY A CALIFORNIA N a REGISTERED CIVIL ENGINEER. ARROW ROUTE � U» - - a 9. DESIGN OF HE R.C.P. SHOWN ON HE CONTRACT DRAWINGS IS BASED ON HE ASSUMPTION HE PIPE WILL 1L1 lU BE INSTALLED IN ACCORDANCE WITH THE PIPE BEDDING DETAIL AS SHOWN ON CITY OF RANCHO CUCAMONGA z 11� STD. DWG. No. 341. IF THE TRENCH WIDTH EXCEEDS THE OUTSIDE DIAMETER OF THE CONDUIT PLUS 20 INCHES THE BEDDING SHALL BE MODIFIED AND/OR PIPE OF ADDITIONAL STRENGTH SHALL BE PROVIDED. THE O (� N .." Z PROPOSED MODIFICATION SHALL BE APPROVED BY THE CITY ENGINEER. z .-- are _ 10. TRENCH BACKFILL SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STD. DWG. No. 120 AND SHALL BE CON 5 UCfION NOTF5 & 5-rIMATE O Q UAN 1'I 1'I 5 I = H U VERIFIED BY COMPACTION TESTS TO THE SATISFACTION OF THE ENGINEER. _ � LOIRE VALLEY DR. � � � 11. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED BY THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE 0- CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300, SEE PLAN FOR "W" OR SURFACING. PLACEMENT OF BASE MATERIALS AND 8 EA. y,. / AND "V". ( 3 r CONSTRUCT P.C.C. LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE "B". 650 S.F. 12. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE `--� STRUCTURAL SECTIONS (PRIOR TO PAVING). ►,i 4 CONSTRUCT P.C.C. LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE "B" 13. ESTIMATE OF QUANTITIES IS PROVIDED BY HE ENGINEER SOLELY FOR HE CONVENIENCE OF HE MODIFIED - DELETE 5' GUTTER TRANSITION AT CURB RETURN SIDE OF DEPRESSION. 226 SF13. O CONTRACTOR. 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 ( 5 r TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 120._______ 100 L.F. • - (� LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. �l CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319. 4 EA. FXI5T, rrr CITY PWG. NO, a 14. SOIL BORING LOGS ARE MADE AVAILABLE FOR THE CONTRACTOR FOR SUCH USES AS HE MAY CHOOSE TO 1693-n, FT 9 OF- IQ 0 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- CONSTRUCT MANHOLE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 321. 1 EA. SECTION OF ALL THE MATERIAL TO BE ENCOUNTERED IN PERFORMING THE EXCAVATION AND EARTHWORK ON THIS PROJECT. 9 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 333. 5 EA. 15. LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH BASINS SHOWN ON THE DRAWINGS MILLER AVENUE ARE SCHEMATIC. IT IS INTENDED THAT SUCH JUNCTIONS BE LOCATED AT THE DOWNSTREAM END OF THE 10 CONSTRUCT P.C.C. PIPE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 329. _ 6 EA. CATCH BASIN UNLESS A DETAIL OF THE CONNECTION IS SHOWN OR A NOTE SPECIFICALLY INDICATES OTHERWISE. IN ALL CASES THE EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER PP,,OJFC-REMOVE ' SNFF-' INPFX MAS EXISTING BRICK AND MORTAR PIPE CLOSURE._ 1 EA. 16. W WMEET FIELD CONDITIONS. HERE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SUPPORTED, SAID SUPPORTS SHALL BE IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. No. 339 UNLESS OTHERWISE INDICATED. 19 CONSTRUCT PIPE BEDDING PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 341, TYPE Il, AND TRENCH BACKFILL PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 120. -_ _- _ -_--___ _ _-._ ___- - - 920 L.F. 17. SANITARY SEWERS AND HOUSE CONNECTIONS CROSSING OVER THE STORM DRAIN TRENCH SHALL BE 5LL 5NLL r � OF -1 LOp LAM� PWFILl5 SUPPORTED IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. No. 339 AND ENCASED PER 27 CONSTRUCT OMP RISER PER CALTRANS STD. PLAN N0. D75. 2 EA GENERAL NOTE No. 5 ON SAID STANDARD DRAWING. HOUSE CONNECTIONS SHALL BE REPAIRED PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 339, CASE 3. 28 REMOVE EXISTING CONCRETE HEADWALL.___ - _ _______ _ 1 EA./12 L.F. 18. WHEN INDICATED ON THE DRAWINGS SANITARY SEWERS AND LATERAL CONNECTIONS SHALL BE ENCASED OR BLANKETED IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. No. 340. 29 CONSTRUCT 6" THICK P.C.C. APPROACH APRON WITH 6"x6"x1OGA. WOVEN WIRE MESH._ 1 EA./49 S.F. 19. LOCATIONS SHOWN ON THE CONTRACT DRAWINGS FOR EXISTING SANITARY SEINER HOUSE CONNECTIONS ARE i5h COtJNiv maUif NOTE TO DESIGNER 30 APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD LOCATE LATERALS. Do not use redwood covers where there is a posatbhlty of wheel boas. Deere there is E Slot 20 wo x 50 ew Q-yd all•xyoeed w poeslbelty of vh"bads use Type GCP Inlet E 9 IN LAI= Checkered t oornere S his r Ore or more wall openings ca, be used.Locatlon and number as ordered by the armatheer. __ '« .` , . �,, 20. CITY APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE Opening may be coat n pipe of w opo+w �" f T ! Tools weld os w 22 w..lia. , � 't CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED _ r . I of 6.4 iwm that treated m brou st July I, 1"7- PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. I d,gn to Wg and �.e.iwe.ia rn f=at71 35 INSTALL 48" R.C.P. STORM DRAIN, 1700-D. 208 L.F. i • ! cover 5O°"ptO p' ::.` „w ', are 420 L.F. A A - '` it Qwlw,�x zw so 60 60No OZ;L"pip 21 STOARTE HROUGK SITE DHOUCONSTREXTERIOR UTON. SEETS ITE HALL(BE CLEANED EPT IN A AUPON REQUEST OF T, CLEAN, AND ATHE RD INSPECTOR. RLY 38 INSTALL 36" R.C.P. STORM DRAIN, 1500-D. --- - - - ------- _ ___- _ -- - - ---- --------- - _- _ - -- - Gdv \ DETAIL "F" with 22 Ave 0hole Sid a on the - corer cconomm t Brackets°3 w Ctrs e� 22. CONTACT UNDERGROUND ALERT AT 1-800-422-4133 AND ALL AFFECTED UTILITY COMPANIES AS REQUIRED 42 INSTALL 18" R.C.P. STORM DRAIN, 2500-D. Place,n Nate o CSP D! --- "'0sra1°° oo CSP and is a x 6f. beat plate Place pbe so bye of yr' Se. oonorets ppb Redwood cover TWO (2) WORKING DAYS PRIOR TO EXCAVATION. 365 L.F. grate will be parallel with oetae I6 awm W1WNsa n bracket x p.T mss 32 'ops ' top D•BO m= y See Pearn end of eyebolt ons roll for A ss a bolts Smola aurface flow. Bars So x 150 Redwood 50 no T7W Type 90OR grate Dotal'V' 3 5 NOTES 23. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL 43 REMOVE EXISTING 48" R.C.P. STORM DRAIN PIPE AND PIPE CLOSURE.------ _ __ _-- 87 L.F. �il' b�r�ra L Loddmra oe St ps-mnm soul) were it i hies ww UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACCEPTABLE PARKWAY d Plan Mortar t5ee Section B-B No- i � 0.15.chars ls(LIS■or work Mtal stabs or kid- 2 CONSTRUCT JUNCTION STRUCTURE N0. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 331. 1 EA. a D77-6 far 90o m�wm►helo Cam sed - far cotta„ aealory o w sf _ I dr witn bleat nag rot more, t h 0.1.above ib AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. o details > tlosr and ld�hest nup net opus than 0.T s babw too u 030 (See Note le E , SECTION D-D utt*aq+out treated chainbee Note Io) of Net.TIM distance Ilehtem.tape or nape•hell rot > sthD t ppb i DETAIL „H„ I amsed 03 s end sae be tfars the Will. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING, BUT NOT LIMITED TO, .old TYPE OCP or OCP) � aoa+odL Fled. stele or kidder the.di.ttthout m ENCROACHMENT PERMITS, DUST CONTROL PERMITS, STORM DRAIN CONNECTION PERMITS FROM SAN Field JokM . DTII STEEL COVER (See Note 9 2 Ladosr say be owwfactsd h art linath of a h acter's option THE ABOVE QUANTITIES ARE NOTED ON THIS PLAN BY THE ENGINEER SOLELY AS AN ESTIMATE option m MP riser. BERNARDINO COUNTY FLOOD CONTROL DISTRICT, CUCAMONGA COUNTY WATER DISTRICT, METROPOLITAN WATER $ - E 1 On CSP rher,am w1 bolder moo°pet"e°prht DISTRICT, SANBAG RAILROAD METROLINK ETCETERA, PRIOR TO BEGINNING WORK ON THE PROJECT. OF THE WORK REQUIRED FOR THE PROJECT. THE CONTRACTOR IS HERE-BY NOTIFIED TO PROVIDE - ---- 9s W Mn Old x Seo aw 64 sop x 9S sem a cm compress D sal (METROLINK), _ ..L Me p" • 9.f � Bent as shown Rafe A. Loader epeoe Obis to be awmeoted with 0�m a bolts A BID BASED ON HIS OWN DETERMINATION OF QUANTITIES AND A COMPLETE JOB. Lz w 112 >D with double nds loin to csP SECTION a-B oI R Q s Pilot o0•e�l net protrhmy Into 0ah 25. CONTRACTOR SHALL POSSESS A "CLASS A" LICENSE (GENERAL ENGINEERING CONTRACTOR) IN ACCORDANCE SECTION a-A slot xo MIN,x Go sop 1 �,s ard<eree t 6 except far hiders used for Iaho*iah boxakbaeeh thiars ahei '♦ WITH THE PROVISIONS OF THE CONTRACTOR'S LICENSE LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE, TYPE OCP or OCPI2iloies darted ham srds. able of t,1 from d i directions Iewe d Q TYPE GMP WITH RFOWOOD COVER(See Note 9) outlet pl e.and o weed trouts fttsi SECTION 7000 ET SEQ) AND RULES AND REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS •j a� x 25� for 19 e I Steel amps, 1, 6dowert R See Standard Sp°dfloefbrr or Specie Provisions.Cost 25 Also x 65 mw 32 R ops f Darts (See Norex i ata P L7 war x 76 lop x 9S moo a- sot In ppb. Ploce Type 9ooR ate ! Ml Ihorah.as to be gavw:se after fdxtootis. CONTRACT S AWARDED. 76 w x 64= x 9S es pipe so bars of grate H01e 'i a 2-Nolle 15 mmw l See Stands d Naas D77A and OTIB tar(rats and From Rivet,spot weldoil parallel with SQlxred aW AID. • , Details alma Weights of BlaMloeau rm and Steel. K tack web at -- .I• far Li ops /bores % Dosignatfon of Type OCT a OW pbe Neta m-piss Vs points or better "�^ surface flog. •t Splice Nate Hoarse trap larks�e to be flrNMhed and Installed m ail s10e to CSP-� `�Openl LSee section e-B _ _.- fie)r x 9.5 nae x 015. ILL Ch*to be provided when apedtlsd Z mQ ww for ,tam deal" A�151ea' ",�' L fled ow Idi dxthrt of road,peibnd oont. UNDERGROUND SERVICE ALERT: ="M Drill or oast nae.. .sdafhia alslat efzhr.m I psi por,lmd asmerhf,3-'S - - � SECTION E-E to .wf and bout tees Notes,I and n pais*and,and I'/t parts S9 swrf�Ffbd WOW.) • UPPER N OF step lo Dloae - _.._ top 0 SECTION B-B DETAIL "G" stop 3e mw x9.5 mem V p .n A TYPE GCP _ t ° I6.w.Nbba far Min 9S ww Rlvets,spot weld WITH GRATE steel plots Dover Vor 30 sop In U ams a bolts See Data. "A" or took weld at V. N elta,aer khooflon n CALL TOLL FREE a slop Min.x 75 not peond D pante or better angle -_ 41-Shotlder ` v + See Dotal "B" Slot 20 ss x150 sop V, h.____ _ _900 m CSP-2d awn ffhlac Step N wn'xe9.S aw 6 w• vide 8 I 6.,.m Checkered t z TCx,kweld 50 x. amt pimp.of CSP x 03 Is �50 � , 1 -800-227-2600 l5ee Soc"on A-A 1_ > klax ° a arand 900 CSP rfar to provide NOVC� 1'O C O N VAC�"OF, : for Datta. deelyhl s N as b �t ��rdouble r��gra�� sEcnoN c-c Jo �- • I"dike zs we W holes,In Mcost or TYPE OMP or OM Tock Wald os w of 6.4 a. `COftew101° m"'Id dike -brut 25 . hoops an concrete poo TWO WORKING DAYS BEFORE YOU DIG thedf-treated chain uan uw � for 13 m a Machine bolts, amt washer. "CAUTION": Remember that the USA Center BETH STEEL COVER (See Note 9u to from and cover Diameter base Top AC t'rtlelh seoa~Ins -- - - - �Tf THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN F (See Note ID) dike- Galvanize after fabrlcatlonlSee Note TJ ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 9.5 mss Rivets spot weld or SECTION G-G notifies only those utilities belonging to Welted RCP RISER CSP RISER DETAILS OF TRASH RACK the center. There could be other utilities EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW �a» •roe t 1 30 ,o ?0 20� 12 me °d web °' 'h points or setter �oovtex -- G STEP DETAIL FOR PUMPING INSTALLATIONS present at the work site. The center will LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE � i x .Ml min DETAIL "A" _ A nim e ear so x U AN, USE INLET TYPE OCPI or OMPI inform you of who(m) they will notify. PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. 900 e'" CSP riaer- ' ' 25 n.°Hale x R05■ STATE OF CALFOFDM V o _ ,\ In pipe washer Punch M Ism, gEPARTmEIrT of TRANSPORTATION Weld L6 ns qsv Pipe riser Hex steel plots " __ THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM holes n ape ------ ------- roWaroement (2 repJrem s Modtfied 9oDR� nut W PIPE INLET AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR aiP_ 95 sop Rivets,spot maid or SECTION H-H Olormterbase or 900M swore � x x Ts mr TYPE ODI NO SCALE PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING x 9S""a F ted weld °' /e points; TYPE ODI BASE DETAIL FOR LT6�"'�W""' or better LADDER DETAIL ALL DIMENSIONS ARE IN UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, DETAIL ^B" SECTION F-F PIPE RISER CONNECTION see Notes Lai and f MILLIMETERS UNLESS OTHERWISE S"O N D75 PROJECT BENCHMARK: WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS & DEPTHS, -- --- --- CITY OF RANCHO CQCAMONGA BENCHMARK NO. 165: INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO STARTING WORK ON THE PROJECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S DESCRIPTION: CHISLED " El " ON TOP OF CURB, FRONT ATTENTION PRIOR TO THE START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 FOR ANY CHANGES, REVISIONS OR MODIFICATIONS. MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO HESE PLANS ELEVATION: 1224.855 SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY W[TH THE 'OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' 'CONSTRUCTION SAFETY ORDERS". Q THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS V�_� COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARTMENT OF Dan GNerra CITY OF RANCHO CUCAMONGA LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTIONSAFETY t OC �1SSOCIafes APPROVED BY: R.C.E. 49 3 RECOMMENDED BY: DAT O ORDERS". o QROF ESS/0 CITY ENGINEER CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB �� ��� F. GDF F CML ENGINEERS • LAND SURVEYORS SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL aP �w 2� 10271-B TRADEMARK STREET � FOOTHILL MEADOWS SUBSE ION SHEET PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO c, RANCHO CIK',AMONGA,CA91730 NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER (tee) 1 OF 4 AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE R.C.E. 29224 TRACT 15711 PROJECT SHEET PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. ST�lE of GCrvla_ 0��\P E �� Q DESCRIPTION OF REVISION / DATE BY / DATE STORM DRAIN IMPROVEMENT PLANS DRAWING NO. -- R. 29224 EXP Ogg DESIGN CITY ENGINEER APPROVED TITLE SHEET $�j7 PROJECT SHEET OF T T 1 -4- -4---- t I + 1 t t m ( tA- - - - c. 1A •� N N 3 3 i N _ � W i 0050 I- I i � C7 n � _ + i LAIW17 ST RM DRA TRO H iTY OF AN HO UC MO GA AS EN I W , w o ! S - v ---S L­EXISIJNG .S. OVE EXISTINU I ORM Uh AIN Q100=496A V 10. 1 C. .a > P PO EDF.S. OVER EX TIN S. I IMPRiOVEMENT P T ACT iT57tr=r, - R HEST N0. 91 OF 10. II CEN?ERL�NE XIS ING STO M RAIN 105 u 99 cia ! i CENTERLINE EXISTIN S ORM DRdIN I 00 c. I 5 I- 1 00' I T Q .AO NEL . ao o .. - - - - -- - - - - - 4 4 - -- _ - - - - - - - - - - -- - - i00RT. r , 1 0©.�00 i v (124 . _ •,I I,, 1 O p -' , { y1, = - + .� OO d M N W r a Q1 16. V T � 1 0 - Issi LT - v in 11 11 FT - '- - _ j_ - _ 18 R.C.P. STU TQC D I N +- a - - -ter _ � +- �- ^ � W IL -- .� 93 IJ f J a aL + v ^ 04W z _ ' � tL P*_!LAI 1 -- N 17- La � _ - 1 W i Z W Cl 11 Z II d 1 _ N Z Li r- 1 1 1 N ; + 11' ap II -1 _ - -- CL U A W I N N 1 ,_ 4.� Ip 1 ILI 0- _y I er N p In I _ + M + Z i O N Z W - v c:1 + - W Ni ij _ s N II al a1 Nz , ' O 0 j _.. h T a d PROFILE SCALES: '! �_-- _ _ HORIZ.: 1 "=40' VERT.: 1 "=4' 19 20 21 22 23 24 25 26 27 28 29 CURVE DATA: III I ss N -- wo I PROJECT BENCHMARK : o I 33 Z iO I 112 CITY OF RANCHO CUCAMONGA BENCHMARK NO. 165: 'i o ?■ -- N 126 I I 11 1 I I I w 3 + M r\ Q DESCRIPTION: CHISLED "❑ ON TOP OF CURB, FRONT vl F N Q 3 OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 A�R-90.00' Ca R=90.00' of I I I - o Q 62 63 64 Q 32 Q a ; y MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B D=48'2933 o ELEVATION: 1224.855 D=90'00'00" rn } 65 �'� L=141.37' L=76.17 Irr m i I I L Q) W LOC. TIE 9+34.10 I I T=40.54' la I I m J 1 3 1 _. LOC. TIE 12+50.79 127 11 1 �B R-90.00' Iz o z T.C.=1246.12, W= .00', 9 1 4 O o D-41'30'27" D�R-32.02' z "g,- - V-5.00' EXISTING STORM DRAIN PER T.C.=1247.82, W=5.00' z a o ! TR. 16105, DWG. NO. 1766-D V=5.00' Q J L=65.20' D=90'03'10 Im EXISTING 30' WIDE MER GENCY SHEET N0. 2 OF 4. 2 W T=34.10' L=50.33' 11�3I ACCESS EASEMENT. T=32.05' IIS .0 m ! in Ili^z g -- -- 10 _- _. - - W8 -- - - - ps r�� w8 - - ---- - �; W8„ � W8" W I' 19 42 PINOT PLACE 13r:f4"B=i3" PINOT PLACE I� W Io LAT. "8-12" I SEE SHT. 4 OF 4 I Iw Ir� LO SEE SHT. 4 OF 4 - _ - - ---- �-- - - - -- r - „- - - - a) o XIS?. 42 d R.C.P. z " _ a EXIST. 42"d RCP o _ 5 N00'00 46 W z } 0000 46' W _ _ I D // '00 o cl t I 22+37.24 B.C. S.D.= I I 3 10+32.12 10'LT. ST. STA. 00 -- -- � III O I � LINE. "B"J \ 3 / W -' w v o 5 22+34.90 C.L. M.H. NO. 2 - 22+6 .86 J.S. NO. 4 � m V o I I `` '� c W 22+6 .46 LINE "B„= 9 z m i o O N J Z 32' - � I I 0+00. 0 LAT. B 12 C.L. IN � � ' 3 + i II ao 22 32.57 E.C. S.D. I I I I � I I 1, - fn �4 w � + ao , I ,r, DEFL. 45'04'33" U o ao x 128 �•r v w I I + ao I I I I I I I I 3 k L4 0 I I O1= ►� rn M °�° z 04 io 89 Niv o + M rn + _ W v 21 57.55 J.S. N0. 4 � N 24 25 26 27 28 � � 29 30 31 + W � N O 21+56.40 LINE "B" - ! N 1` N N 0_ o W O + L ..r.� a 9 Ii lil wN II + _ C a0 0 0 00.00 LAT. B 11 d •vi v y N O U .� U i II - 5 _ - - _ � II z DEFL-59'28'26" o Cin �n � > � I / EXIST. 48"0 R.C. PER TR. 16105 o + A DWG. No. 1766- SHT. 2 OF 4. S I I + ,� M -- ✓/ 53 '28'2 Ti 10 I I I I I I I 129 19 42 DOLC O PL. LOC. TIE 11+13.29 / 49'15'48" N00'03'S6"W - - - - T.C.=1244.24, W=7,00', V=5.00' 1 3 88 ° o� LINE "B" - 5 42 - - - - - - - � - - - - - _- - - - - 19 � 15+28.14 C.L. D CETTO PL.= 0 11+16.79 C.L. LORE VALLEY DR. o U 0 H Q , � I 2 I \\\\ 19 42 m Lj V V u vl " " ao I _ U - •W m LAT. B 9 � �- \ m N Qw o SEE SHT. �In I o z 4 OF 4 m to II = ir e0 U ao 3- ,It W - Nv F IV 11 0 co z o _z _ + W N J Z m I 'n O er X II U w m� wi N W ,nz .� _ N- CONSTRUCTION NOTES: 'm O) H � O T d O - )n O I + + Z �� II vj O d Z .v NN o o �? 11 N 1 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 300. F J F 0 4 -;� N M� II 0 20 0 g r- N N o� SEE PLAN FOR "W" dt "V". In)n a, + + 0 SCALE 1"=40' o oo +w 1 3 CONSTRUCT LOCAL DEPRESSION, CASE 'B', PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307. BY / DATE BY / DATE �� O 11 NN 00 �O O DESCRIPTION OF REVISION + + o a 3 4 CONSTRUCT LOCAL DEPRESSION, CASE 'B', PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307 DESIGN CITY 00 +w g �- ENGINEER APPROVED N N 00 MODIFIED-5' GUTTER TRANSITION AT R RETURN I F DEPRESSION. E CURB U SDE 0 DE ESSIO 9 0-- ADJUST MANHOLE COVER AND RIM TO GRADE PER STREET IMPROVEMENT PLANS. � CITY Off' RANCHO CUCAMONGA 9 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY OF RANCHO CUCAMONGA STDJ DWG. NO. 333.Al I)CM 64t4e- °A - I QR )FESS/ON Q� APPROVED BY: - R C.E. 2 953 RECOMMENDED BY: 10 CONSTRUCT P.C.C. PIPE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 3*.' F� E. G �< Of; SSOGIQtES �F,Q� FZ - CITY ENGINEER 1 � ' � f � DATE, G' 13 REMOVE EXISTING BRICK AND MORTAR PLUG. c� 0 9 � CIVIL ENGINEERS • LAND SURVEYORS TRACT 15711 STORM DRAIN PLANS SUBSECTION SHEEP 19 CONSTRUCT PIPE BEDDING PER CITY OF RANCHO CUCAMONGA STD. DWG. NO'341,' `;' -r � �'') ��71 a U TRADEMARK �� A TYPE II AND TRENCH BACKFILL PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 1-20. R.C.E. 29224 �+ RANCHO MIMI)9 7430 CA 81790 OF `t (eos)987 .908 42 CONSTRUCT 18" DIA. R.C.P. STORM DRAIN (D-2500). / » » PROJECT SHEET sT � Cp, �'P� /%.1LINE B �Tf OF CAS O3. DRAWING NO. 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NO. 307, CASE N-------vi w � ,;L i 1�.X 1�1.� 914 . ,�ls . j '_,�­ ) - I , , I & 5 1 1 r- Nl� � i� � 1� 11 1�1, / / ��_CONSTRUCT P.C.C. LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307. CASE -8- 4 , I/ " el- I . . r�l l I.. I � ;o �) \ )K _�__l 1 ��) ,�,, � �1 � `�,,� I", '\ �j I . 91 MODIFIED - DELETE 5' GUTTER TRANSITION AT CURB RETURN SIDE OF DEPRESSION. -1 \ I , , 1 i! �� r L �," N - I I I I - !! I "1, C/ _/ __ I I 11 A I " cr: t_i� 4 i -4 < ` 78 77 . L�'. I "-,-'L - / I \ .. _. I -. \ _\ E NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319. �p i 41 I�% t � I . , rr i I. ! I 1, / ,*- . 11ri . .i � % ,17 1 , . 4\ I � 1, ;� , \ \, . !i I , �l_l\ , 4 : -t ; � I 'L � I / . . I 11 - / . - /+� I . - � .; i� i �I \,"��\\L. A )_ E NO. 4 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 321. ; I \\\\ I L r % i I __ k! (I , ��_ i 0 i ;-V � �� / Q� a. i .1� 65 t � % I i I . ,",'�,of- I � kl/ I� I � , , 10 1�211 41, , , Ilk, � - CONSTRUCT P.C.C. PIPE COLLAR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 329. \ - x . I 1 4 �Lc/ I - \ �4 %, . !�� " . . REMOVE EXISTING 48" e-C.P S-ToeM MAIQ PIPE, &wo PIP6 CLOSUM. r vi SEE TRACI' 115711-1 � I tl Z�. ,I . - 4i � v �(o .r.5 IZIL� ���. . r -. ,. -- ,I, I '..1 <�l (44>- CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 331. t SHEET i 10F 10 . \ (v / .- .e . . -I&, - v Nk N 10 . ,-t� e, .A III % -z1a�'� llr�11 y ,/ - /f r I I;=- __ CONSTRUCT PIPE BEDDING PER CITY OF RANCHO CUCAMONGA -ST-D. DWO. 40. 341, T-Y'f'e f, A90 TCroc" " � 1% I I v L�' - - 1pu 7 ..- - � BACKFILL PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 120. 1 \0 I l%_l ft �i 6 NOTE: . \ ,t N yj �5 INSTALL 48" R.C.P. STORM DRAIN. 1700-D. it %q - 0 5 , 1_� / -Fs f- ��_ � -44 1 -*- / %3% A vi k- BEVELED PIPE SHALL BE USr:D - 1. . - !�� %& k v IS6 I- . <�_ "Z<l�� I I I I ` INSTALL 36' R.CP. STORM DRAIN, 1500-D. - �4 vi - - .. � .1 0 ,, ::!� -4. 11 I ss _Z� ci %, V�, ON ALL PIPE W/ RADIUS LE ��% ... I_e.ol_l 0 -sl i \1 THAN 90*. r I f,,--a7, � . "k- I ,-2� I q. 'r-1 ��INSTALL 24- R.C.P. STCeM DRAIN, 1500-D. cr � It I PLAN % , � Iq \1 , - -_.- . - INLET - i� - I - 1,,­ --' _,,- T - % Iq c_; Z� I r m­r- . I I - 6' T_-*- / 1�1 _��__ INSTALL 18" R.C.P. STORM DRAIN, 2500-D. ", " �k % �l . SCALE I" @�-�_ V 1�,� , - _v. -_ , k % I-C V 9 36`� N�� �� � 't, 14:� 1c, 1;�A_l % - , ('� 3 . & -' w . � ,1. --� q4 1 lk,,L I �_ I 1k) . .. I -� 1. __ -V/ N �� , "r - - I - I . ,Q I -I.kl I-, k 1,',,�� :k -�'l _--1 N_ - -\ "'� , "k % . _ '*� � �. .. , 4-4,- , i -,I "", 141i uj % : - -Z �L tip 1,!�!�- . �- � DIERBISH, - L k �� . � I - I CITY 0 F RANCHO C U CA M 0 11(;A W� Q .,.� ISECTION ' K - K ;- .1" . � % - .- _-­��7_____L.--___ - � _� ________ -- __, - - - - - � - - ----,-- - , � Itc --§-c 4_Lt - r � I A - I . llj� rl� . I = k- I qb ". It , APPROVED BY - - R.C.E. NO. 24953 RECOMMENDED BY- ,% � � -.,; , - 4. I �_ ASSOCIATES - - 01. 'L I 10 . 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