Loading...
HomeMy WebLinkAbout1245-D 3442 TNO 1 TRAC I IN THE CITY OF RANCHO CUCAMONGA SCHOOL AND PARK SITE I GENERAL NOTES ( PARCEL MAP NO. 11105 CONSTRUCTION NOTES AND ESTIMATED QUANTITIES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, a—CONST. 18" RCP (D LOAD PER PROFILE) Z4Q# LR THE CITY OF RANCHO CUCAMONGA CALTRANS, SAN &—CONST. t4" RCP (D LOAD PER PROFILE)BERNARDINO CO. STDS. AND SPECS. AND STD. SPECS. FORllG Lim PUBLIC WORKS CONSTRUCTION CURRENT EDITION. HIGHLAND AVENUE �'— CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE CONST. CATCH BASIN NO. 1 PER CITY STD. 502 1 EA RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND �i (D—CONST. MANHOLE "A" PER CITY STD. 510 SPECIFICATIONS. Q S EA 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE a AVE a—REMOVE PLUG & .101N. EXISTING RCP OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, S E4 ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE 4 RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE (D—CONST. U23 CRISTY BASIN (2'x2) OR EQUAL WA-1EAVY DUTY CAST IRON GRATE ( EA ' 4 IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, p� D w1 CONST. U23 CRISTY BASIN (Tx2') OR EQUAL W/WELDED STEEL RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO 00 W W a— QU L GRATE, W/CROSS BARS_ 5 EA COST TO THE CITY OF RANCHO CUCAMONGA. > > s' / �.e < < < 8 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO � � CONST. CATCH BASIN PER DETAIL SHEET 1 2 EA CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY w HIGHLAND AVENUE ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF z ER o: RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. w 4 19TH ST. SEEK Y �'4 MMPROJECT 4, ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY Q w CHANNEL J LATERALS, MAINS, OR CROSSING SHALL BE CONSTRUCTED2 sCH00 > PRIOR TO PAVING. L AND pgRK S 1 5. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER 11'E SO. PACIFIC RAILROAD FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND \ OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, BASELINE ROAD THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED r— TO THE CITY ENGINEER FOR APPROVAL. 6. WORK SITE AND EXTERIOR STREETS SHALL BE IN NEAT, CLEAN HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. I VICINITY MAP SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 7. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES \ Q RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, 14� WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. k �� 8. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER. - 9. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY ` r i FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR � I � o 0 O O SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION L� \ ' \ ZO O QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK �o�( v REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED '9� \ Q WITH 0 IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS q \ _U r WEEP HOLES L INCLUDED IN THE OTHER ITEMS OF WORK. 'O °C "' 10. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM �9'f- � , a w KNOCK 0. AND ESTIMATE OF QUANTITIES. ` 1 ♦ / N t, ;, OUT 11. A SEARCH OF AVAILABLE RECORDS HAS BEEN MADE OF EXISTING PRIVATE AND PUBLIC UNDERGROUND UTILITIES AND IT SHALL ` �...�' / :. BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE 41% OPEN FLOW AREA 77°/6 OPEN FLOW AREA THE UTILITIES OF EVERY NATURE WHETHER SHOWN HEREON �.. r 14 HOT DIP GALVANIZED FINISH OR NOT AND TO PROTECT THEM FROM DAMAGE. THE 15% lop Catch Christy I.D. Apprm Catch Christy I.D. Approx. CONTRACTOR SHALL BEAR THE TOTAL COST OF REPAIR ORBasin Ordering Catch Wt. Basin Ordering Catch Wt. 1! REPLACEMENT OF SAID UTILITIES DAMAGED BY OPERATION. ; •�;i NO. code Basin Per Set No. code "Sin Per Set 12. ALL STATIONING AND DATA REFERS TO THE CENTERLINE OF ©--INDICATES SHEET NO. U23 U23-71CHD 2'x 2' 230 U23 U23.71WHO 2'x r 165 PIPE OR CHANNEL. . Knock-Outs Ara+Iaele M tirade Mng and Catch e.s�,e, n HEAVY DUTY W E L D E D STEEL GRATES INDEXMAP Opening,,Locations and Sins to Job Specification. CAST IRON- WIT H CROSS BARS CONTACT SAN BERNARDINO COUNTY DEPARTMENT OF TRANSPORTATION SCALE 1' = 400' • wieh or Without Bottom. AND FLOOD CONTROL 48 HOURS PRIOR TO COMMENCEMENT OF CON- feting ssivewebbed y Size to bKnock-Outs Provide�"�"ck �" Permitting Pipe of My Size to be Neatly and Cfuicky Grouted STRUCTION. CONTACT MR. JIM DUNN (FIELD ENGINEERING DIVISION) in at,Job Site. CHRISTY CONCRETE PRODUCTS INC. (714) 387-2642, 825 EAST THIRD STREET, SAN BERNARDINO, CALIFORNIA • Standard Tongw and Groove Grade Rings are Available M 6"Increments up to 4'High. 92415. ArLO1'L�: AGG OCs Gltit i6" $ GAZ��lY1G cCi-�3 F,' C.c1tZ:',ltY�G A•23cta All Reinforcing Steel Meets ASTM specification as Required. ( 7 1 4) 761- 2071 A•23b A-a3C $4:A-Z & cS&AGL caC l�itaClC1CY M�illN- M„N`.;b• `Aev-erA2_6 ea,e<!r az dmAce. a`' M^`N? „"wt° U 2 3 CRISTY BASIN DETAIL ler Mvv sc6%= �e&'Imerr UTILITY CONTACT M SAMA 4e%14: Gk•e"e _ CONTACT THE FOLLOWING. AS REQUIRED. 48 HOURS PRIOR TO EXCAVATION: $ AR+C-A GdW GkTA40tevC3 r Am N J GENERAL TELEPHONE COMPANY: (800) 422-4132 TrPAR STYLE 334/ 280 SOUTH LOCUST GRA/NAGE FABRIC A'1 HEAVY DV7YCAST/RON BRATi NOTE P.O. BOX 2920 APPROVED EQUAL TNta SCHOOL DISTA/CT MUST COUNTERSICIIV THE MALAC )VORNS POMONA, CALIFORNIA 91766 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR Nr Fa M YGACD, o SuesRACE PERMIT BEFpRE :r /S /SSUED. SOUTHERN CALIFORNIA GAS CO: (714) 529-2070 -3 MlN. 2191 EAST BIRCH STREET (714) 529-2889 G�H�VES) —~— - BREA, CALIFORNIA 92621 t �6"OVERLAP AROLWD THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR PER/ME7FR OIFBQX STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF CUCAMONGA WATER DISTRICT: (714) 987-2591 AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO U2 CRiS?Y BASIN • 9641 SAN BERNARDINO ROAD EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR ' CAMH BASIN Q!Y-21 CITY OF RANCHO CUCAMONGA RANCHO CUCAMONGA, CALIFORNIA 91730 IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER ,,LINES OR STRUCTURES NOT SHOWN ON THESE ... PLANS. STORM DRAIN IMPROVEMENT PLAN FOR ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON �Ckll4t t0�!'rAl�1f OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT PaMe 11105 ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC "/ • IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY i WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". LYON THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE SCHOOL AND PARK SITE J/�ic WILLIAM LYON .,,,/,., CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE �/ " "An � "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. ! APPROVED v, . DIATE. RANCHO CIICAYOIIOA,CALNO11p1A fill* DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE C��I!lI�Y �OtrtilAt CITY ENGINEER R.C.E. NO. 7 RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF BENCHMARK B.M. 163B DESIGN R COMMEMDED CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND � SE�w• � CRO�lP QROASS/Oh� PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND CATCH BASIN DETAIL ELEV. 1297.297 MG 4W11MME ,UD surm11201 QUO `�l C. MORSE CONSULTING GROUP NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR s 24 EAST OF ETIWANDA i�nnn�,u7W7117 trto��s y•. ,r SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER AVENUE AND 40' NORTH DRAWM R��j7707117 " " `" T SHEET i= No.20596. A PLANNING �FJIICINEEI?INC�LANDSCAPEARCHI?EC?URE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION FOR PLAY AREA OF (t BASELINE, SET BRASS MG ,y w"°" * I 3 WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE Of NE END OF A 4'X2' CONC. CHECKED DRAWING NO. 4860 IRVINE BOULEVARD, SUITE 0201 NEGLIGENCE OF THE OWNER OR ENGINEER. BENCH DISC. IN TOP OF a � ��ffOFCA\�E IRVINE, CALIFORNIA 92720-1999 .�,� / � (714)730-7117 BOX CULVERT. DATE FILE NO li!45 --D JOB NO. 240-CcOW-l .........—----- .... ......... ...................... .............- ........ ....................... ............ ....... .............- ...........— ................. ................ .......... ................. ...... ................ ........... ....... ............ .................. . .............. ................ ........ ............... ...............t ............ .......................... �ppp .................. ........ ..................... .................... ... ................... ................. ...................... ................. .................. .............-... ......... ...................... .......................... ........... ... .............- . ................. ..................... .............. ................. .... ....... ............... ............ ......... ...... ........ ............ ........ .......... ........... ELEV. 1297.297 .............. 24' E ............. AST 0 F (t ETIWANDA .............. .......... ........ ........... K t AVENUE AND 40' NORTH ... ......... .........- ....... .... .... OF (t BASELINE, SET BRASS Km A I ............ ........... Ov DR t I L ........... ------- NE END 0 F ..................... ....... ....... BOX CULVERT. FEE: :F: L Z .......... =IlhJ Mr-L 3= k 4o 1 Vm=IA v V 01 ...... ...... y ............... mmom ............ ......... r ......... .... .................I ............... ............ ............... ........ ............. ........ =......... .......... .............................. Q.......... ............ U .......... z .......... ........... .............. ............. ............... .............. ..................... ............ ...... ......... Q 0 .... ............ ......... ..................... ................ .......... ............ ...... ........... ................... ...........................................= ............. ............ ............. ...... ........... +....................... ............. ........... ........................... ........... ............... ......... 0 .................... .......... ............ ........... ........... + .............. . ....... .......... ....... ........... 0 .......... .............. �;� ..............------ ............. .............. ....... ..................................... ...................... ........... .— ' 1. - =.. ........... ........... ......... ............ ............. .......... I....... ...... V . ..... __ - ' I I .. :f.rl.'+.r*l 1-161.__ - / 6 r =:' =.. ........ .......... z �P_-_- T r .... ......... ............. .......... ........... ..................... ........... ................ ... FT ............... ............... ........... ;7T7r7 LAAn ........r v .......... ............. ............. ­­ - - ---- -0 Z .......... ... ............ ........ ....... ................... ........... T .......... ............ ............. ........... .......... ...... ........ ............. ...... —---------------------- .......... ...... ........ .... ...... .................... .......................... ..................... ............6'+.'...'6+­.:jL_ ............. ........... ----—-—-----......... -——--—----------------- .......... ---------- ................ ....... ................= ............ f ............. .................... ................ ............ ................. ............ ................ ............................ ----------------- .........—----------------- ............. ............... .......... ...... ........... 'r I =­ --—----........ jy) ............. ...... ......... ..... ............. .......... ............ I ­ — .......... ...... r — _ _ — �'a L.L a�L L r­r., r-, " _F r- ............... .......................... .......... .......... .......... ............. ........ .... + ... .......... — —---------- ....... ................. ........... ........... ............ [............ .......... .......... ........... -—--------------- .............. .................... b .... ...... -----------------L"L : :-r . :� .......... ...... ............ ........... ............ ............. ................... ........... ............. .......... ........ ........ .............. .................. ------------- ................ ......... �:�f ..... ' L� aLaaa ­'Laa T ,r,a a --­. ­ LL� ............ .......... ............ ....................... + ......... ............... ....... .............. .......... ......... -----------------—--------------- Z .......... .......... 77 ...................... ..... ....... =L _+.=� ­­_ -.1....... ...... ................. ..... ................ —------- .............. ............... .......... ......... —------------ .. ............. ................- ............ Z ......... ............... z ................ -——----------- ............ ...................... ......................... ....... ........... .......... .1 L .......... ...... --T=..................... ................ .............. .......... .................. ................. .......... .......... ........ ..... ............ ............ ............. .......... ......... ........... ----------- .......... .......... ........ .... ......... ........ ........ ....... I T .................... W ............ ........... ........... ................... .......... ------------------ ----------- ............ ............. .......... .......... ... ---------- .... .......... ...... .......... . ........ ............... ........... ... ..... ....- .......... .......... .............. —------- .............. ............ ------------ .......... ..................... ................. .......... ................ .......... ................... ............. ............. ........... ................ ......... .............. ............ ...... .......... ** '­' . I,: r — ............ .............. =..-=L ............. ... ............. .......... ............. ..............- ............ L.......... —.................. .............. ............................................... .......... .................. ....... ................... + .............. ......L L .. ­aaa r- — r- ............ ............. ---------- ......-........... ............... ............. —--------........... .......... ................. + .......... .......... ..........J��- -—-------............... .......... =­:............ .......... ........ f...... .........- ............................ N ...............- = ................ ............. .......... ..........------------------------------............ ........... ..... ............ ........... ....... ............ -----­----­-- ............ ------- ............ ....... .......... ............. .......... ...... 2-4 fK<T2�15004 M. ::7...................... ............ ..............— .......................... q L It ft;I t T- FRU ........... ....... .......... ------................ —------------------------- ...... ............ -TL!;M y7ZI ............. .......... ................. ........... L-15" ................ ------- ......---------- ........... ............ ............ ----------------------- ...... ...... ...... ................ .......... ........- ....... ------------ ............ ........... .......... ..................-­-------- .... ........... ........... .=�=, tE�� a I �77 ----------- ............ .................. ......................— ...... .. ............ ................. .............. ......................... ...... t iaci ........ ...... EEEi PROFILE SCALES ...... ..... ....................... DE- ............. .... .......... HORIZ_ 11"-4 0' .............. ...... ...... .... ............. ........ ........ ........ ........... ....... ........ ........ ............... VER T. 1 -4! PLAN SCALE STO R M 0 F t-A-1 N cuRvE DA-m V-4 0' NDI L_ _r A 59, De I I 7 8 45 00 26 4'-1 cx�)-oo �!3.410 IG ff) P; -1 ld 00" 90-00 5Q 57-7 145 -1-44124 C 5 7 1 5 Bd 0:::� 90-00 8 G4 4.:52 4 ooll CC*45T. 18'R CI (0 LOAD PER Pftm Le -7=-;5 __N-1 45!` 30'00 45-00 -56-14 18 81 .-......... CONSTMC"MN NOTES% 4! 40'0& C>jO.00 48640'00' 45.00 -!S 22 20 CO N5T. 2W`R C_P 0 UCAD PER PROF1 LF-) To 1 M A I N T A I N F D 14- In\rl NOT 4. CONST. MANHC>LF- "A PER CITY 'Z�M. 510 REWCVe PLUG JO N L-X IST Ft C P ST K I t u23 cKvsry maaAm(2! 2! cK EajAL wl w amm smF_L w I CRO56 5AR5 L -J lz -=T 7L7 La u 74 _7� 6 DOL sr(t ' L _J RE SPHI T"i r, *110 *ARK L J -- -1 - I � ___k_-.02 SEE. SHEE 1 51 rl��K pm It r r +0 49 NE LARK DRIVE u 45 1 Z r T -1 r-r -1 7 .5 fu N Ct AA2 H z r Be- MAINTAINED 13Y TNE S WOi- p I STA I C-T NOr T HE c i r Y. N 16 ...................... ir 2 01) TG. 1544 ,- ,��* �� I- m s — —- 7P' M 44 INE 00 f-I NT. MONGA 0 ,0"- 1 CITY OF RANCHO CUCA z 44,10,14 44 .5 Tc. STORM DRAIN IMPROVEMENT PLANS FOR r) b(0(rR MY00L & M RK 517E 4 N-5TORM .(o Zd / ,v 448.8 MAItCELLO 138 RAIN 5<5rem )VZ Y OF KEWON WAY ATLARK DRIVE JCWOL 317E 11 7 Cxx)RT� -4 _r `n c 5 A lu t 0 464. cl 4 ARI YA 7 F DRA 1A IS TG WAY -­ Q I + 78 _t6 ccN4 coq LANDRIAN A 'SEF, 1"M. I*52-M NO-'SYSTEM I -MRM DRAIN IMP 0 47 ft-ACC-, 147 PLANS. P. At //105 S- A RkO 04 APPROVED BY: DATE + IL CITY ENGINEER RC.E DESIGN Comm D CONSLIL 71M GROUP E ISISrul -6 mcRANOW 911&LAMICAM 4860 IRVINE BOULEVARD,SUME#2NOI IRVIN �WFORNIA 927MI"O DRAWN 2"05MM96 mc S." OF OF DRAWING Me DESCRIPTION OF REVISION DATE CITY APPROVED DATE FILE NO 5 -D JOB NO. 240-r6000 a ME M so ONES 0 soon so No mom ommonso mom EMEN�EEM on MEN Emil ow mSmEE manommoms _ __ _ -- _ - MEN ME RIM = = « _= NO M t __ _ • - . sommo�= ENE mom ROME ==MEE nomm ONE -mom Ems mom 0 Ina a ME mom R! "Pro ME ME so on lmmon San mom on now a 1.no MEMOS MEto mom sonommm MW MM SEMMES a a vow, ENEM �. !�UM as�MEMO 0 monsoon mommmman � —�� MEMNON 0 Ems mom mom am an so all Mom=mom _ _ _"�EEM mom m=mm-mm MEE a SEEM Emmoom ME ME n-MEMO monsommoom now am =0 mom NONE ME EMENSOM OEM on mom 1"mmmmmmmmmmmm so won o04 MllllsMu _ _ _ MOM ME mom W- an 0 M WM mom 0 MEMO No INS NO =�= MEN monsoon _ _ _ -� MEE M ME MEMOS comm�EEm= 1100 _ _ _ - � _ - - Sam on - NOME on mom r* ESE BE no on a MUM .....r, iif►iie•i7••. 1 r. N' _ ,_� � �-� e ` ¢�_ 1—j' • i♦i~� = am 0 _ _ Ems LAM - - - 4 0 Boom 0 MEE NOME :mom ' no tin MEOW a ME am- 8 an loan MEMO Emm'mmm=mmmm E=mmm mom MEN M .05CIAlp =I ._ E o mom= 1�= _ _ m E_ = _ = _ - _ _ , �.� MMM !7= MENEM BE '0111 on 0 EME NOME i.Emommommomm mom HE Ems M am mon.mm EWE HE MENEM MEESE -som M MO � =_ - - _ Momlnammonamom moons as NEWSME MEMNON ___ � _= =_ _ � _ l oME soon _ — :` _ , _ it _—NS .300 ME 0 On _ _ _ ' ,. =a sommommom _ _� _ =� _ _ Mae moms; sIng soMaiMEMO 0 mom zMEW TF -0AM ME-moons NO sons�mgmmmmmm MEMNON NOME a — Eommoso ME an all lnssmsom _ .a _Mmladv so IF-, ljAl4U4LW MMOMM Miasmas ANNE mom ARM M i ,i 1 . A � 1 - - • • - . + % WARMA , •� •M • , Oil �ldv OWEN \' i .. • lk Of 4 0A 09 . 1 Karol M 1:14VA, now$ Air