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PLilli �-,O �, r- �o J � � s•o.�o; _ , CITY OF RANCHO CUCAMONGA MAIL TOP pox A 5 I s,o.o1� % i. �o o I �' °� o� I �' sW, �7 3� 15 11 IIIIIIII I ' s=o.o5r5 It Q 18 Z I O iIti _ A.C. It3E/rM �, � 10 �� o END 8"Ceo 4� o I m IrN A h C) ---1 r--1 ., �ES�I[;t� E T I W A N D A A V E N U E 0'x4'GRATE 8"Ac �: O (� Q rr`� -- . _1 G/C1DE IdCL�i1K 'BERM N h n O /200.00T.C• O I m [� \} W O 5-�4 - o,.� ((,O ij1:y"�/,`", �`q, QN ��r /I .3.3FL Q OF3.5'X/•25' g g g o $ z ho ��Q��� �� �' STORM DRAIN IMPROVEMENT -- R/{1L TYPe I9px� q1 p� n N 8 � .1105 •BB Tom Q�'LN/ I C, J ~~ 0 a. C Q � G' 5 0" G' v � 2 r I. �-- EQ t1�,L G/GhTE TO/�EL EV. i N Z C9 J A --•I i' > , I ,. ,. Q�,� �-� 4" . Ilo. 42349 � s"^ �+ oii AER/yt 11oo•9� .L. h II i m o a iiiiiii'� k o 4 Z o � W .a , AT FOOTHILL BLVD . INTERSECTION h �.i , `' Elcp..�m- - 1 .. 9"AG �E r9ocT L OL.VQ 11H1P. Pt�,nlS /c'bo.1P T. E,�"1 I h n F � h� 4 2� SECT ION F3- � �' " G PM. # 13724 f�R /1�•45 ,I L h �0� 26 - * APPROVED BY - DATE lc'� �- - f 1 / R.C.E. LA0. 24953 �w� I +. I- - b 2 k N S �<lll CITY ENGINEER, /(.11�i ��� ?S' 'VC. ADD/TION/�- GRADS 7' MIDEOPENING '+'0 o I /.40 9, x - Z l clivi - Q0./DLE J GRATE 7aO�y tiv �ti n UNOERNAU'C ORAJ�/ h NOTE TOC Ir: THE VEI�TIC.r1L. ALIc3NMEMr' Ole TItE NEW RCf3s ~ a 2 QF eAil DESIGN BY: RECPTt�CO IQOX G•. /N E711Vi1NL AVENUE H^c/E ,BEEN DESIGNATED 7b MiSTCH 7NE OL,D * 0 0 jl� V V . C C . THE 8'i1,c AERN 8" C f G • ", - ', C/ERT/CAL ALIGNMENT CLOSELY • CONTI"C7ZOR /S ADc.//S EO TO N W , � Y ' m NOTE /1 C�1LTJ�ANS ENC HME KBE II TH ��� l"OTHOLIa G^S Alit PV^TEle ONES 7b VIEIe/I�' COX CLE^ /VCE v 2 NT FERMI? !v RE�IIRLnD DRAWN BY: .I,rrtTUM SHFFT •� mNt- TYIC'e' r5nX -� COMPANIES �T,�":,Iam ~- CNVO NUT7I`Y ENG//VES /I ANY CONFLIC-F EXIS7S /-MO/'e �' � ���0/�E �Y WORK NLgY �L�/lV 1N O,►� NF_� T7`lE .MW � - 5E SECTION A A . BEvon/D I �'� TO /'TZ//1L CONSTIeUCT/0N . ) 4�_ � ST^TE 1e10HT U'= I^�Y , ftsrH/LL 5LVO. A A . E E . ""MALL °°R"'B''' a 11M (71411 '`'•°• 5 aF 6 N•7 5. �(J/r� !! INLET D / -I � J CFf GSD BY: R.C.E. 1�0. 42549 DRAM I Ntl NO. )V.7-5. �'q2 B . DATE - .IDB NO. 11416.00 /Y6 ' p - - - �_ ___ . --.�.. __ ._ m _..,_� -. v WH Xk : ti DOLT STAIED S,D.CAJ& 01112 AT FOOTiiLL BLVD. d 145 FRWY. IN N. tf CONCRETE CURB CENTER DNVK)ER N. OF W1_Y CONCRETE 8MOGE SUPPORT. ELEV. 1203.744 FT AD.! NO/26/D2 ! III r I i aj fir , riot r r , • y • : t fi -- - r i \ • i r l • r r- Or 42^6 ANO .?*W#v0t4NZZ � f4 r r i 1 ' . • i .. , i f r 1 , • t • 7 _. r I I I > , r • r • ppp I ui S• oc�,•�Q L i,c�• # a ', 7 I r JA TAc �() ( L ,,j(y�y l r w _ r - , pmt V N i A . p ^ r Q . AI rJ. w r Y � t 1 V r • e 1 L N i * •\T i ! i Q � 1 iJ rk 5 i jow- I K b ? t"RU _ . . Vi 4Y fff24D , • : ' • • j 1 1 - 4 . T- f - - - x _ - +i r •. t L47 ' : r L• L•d ' -i , r • MOO HM^0M&%LL : Sao � t .:_?� �'•� �� a. �, ; � . �� 11.78•'» _ "`Ap s 1 ; } c�vE 1Y?1• , rN t �,lctc 8l rc,,?- _ 11H *�C>rdc�L rk f `�► +' _- �. _� _ .+ . � _. i _ 1 : C+4.\/i3. IM11P �h( • W'TH D1��•JN �„'AC.�4G _ • 1 i r awlc ���� N P Ct lsr•3o) •1•) 24 CN1 1 8 Fid L . ► � E. CSR ��' Aj NORTH E "i INLET DETAIL t • ! l r 1 r r 1 1 r c d a" 1201. 07 { 6� 7L'91" TO, l� Ner'10W^LJ { ;• r i • rI w� _ 1 �v' Ac • OliMul LAC= 0 • • , _14 It ,.. i . t } T A " W57 � r : i-= 174' i f ` � �..�7a.Y .Y � � l 1 4 �..� �+ � '� ' ` ~ ,►` � � 'R�}���� Di 'r• � 4 ly` `,.• - r_ 1 ff iff I tn. 16 ' c., t L4AuvtA e1 't Vam*6 ��C7n� d I�_ _ _. ..K., . env. PSR � r - W • (41 ETO V,AN ax :��Mr�lON NQ7 L_S T o-R_ TOP or' re^IL a «aTL i - '. . :, ,. • e! CC)N8rrur to 7C7 .7 C449 OUTLET IlCITY N7D•No.SGX,f AFT?l HeMP45Y •{ A 41 i I q O 8z 1.83' UNOETVA •� LYwN Ovet� CITY STD 6077) I IIl - J ' 77 . .1." LAInt �: Q STL7RM hl PIF�V�l1/lE1VT k � &1 1CL�J�,liOti/e X 1.I F ON OF ;p �' it a P!' DET1'\/ ST7r '1 /N eT►YW NLS+ AVE. M/Q P11ftJP_. 1. o N DfZ'VN�Qx HOF ti '4 OR �G a _...a �. I 4 C UR V� BATA .,s Ti •�----• '----� b O ZI J ICANNeCT1 ?� c� Z w - GnNISTRUGT" W 04A• (^-LHM4�IA A-15�90�om ""� s •'"' t} . (� f pCs1 ti `�� C a 2 N E �O `Q q . . r r C' �"i /!l� T/�li,� /�►NO VW . < -tw)'� C,Ty drM �,, CO SOS / . � � . } � _ 4o a � �! 44" �'2...sO 2"-7 7c� .� Jf , TYPICAL SECTION OF SINGLE BOX t $ ti m - I ,� \ o > ,�• - - e G0"6r1rUCTT 5' X 0.0' uNDEltr4^,LA CY'CNN ReT'w CITY S"TD �O?A 2�.5rRT ` 8•. •� k, 2 :•? 45 C)O /o•o0 7. 85 4 caeT x Hc. v. , D. ci -` ori, --.. '� h '� ; C 32• f6'56" k7.00 5.G ?•6� P? CC�137'!@UCT .�3 X 1•P..?' JtNL TYl1Q 1�C?X 1�7t DE'TNL H 1• �0 �� N ,. gP _ O i X _ r . /N /'411_ 'X 4' 1C/ D T3 12 3t 22.50 28 75 16•�i � C!Y QTY 9/!i"[Tr NO• u3G 7/MVp OR t�Q(1�"+L 5Ee fJE/;°.i;_ � w ( ( �� . 25 t85.5O E,C. �.3•oa'rtr. 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Y t• a ♦O�lfY "0 i •E i sa 17 !tom 1 _j � [ �� � �' i s .-o' s .n_oeer ist� as i .a4,t I INC � _ 6-O.QQ5.5 NOO'L'2'J5"L� ` 8 �� F. e u 11•!` Lj' 7!�/►NStTiON T.. . - . ` .. ✓. -la - - - \`' ,� ./f rj,. t04I6MNOTES : 0__- /. . .. 0.Oa-770 � �� //00- T6 + / : n. H` PLACE ►tt . lR, a2IFLOW U [L[MTipr AS SdQ# Oh PLAN.. srr. -•" . 7 ►\ooR of .o.Es ro a *wo [uo snooTM. d . , ,, . ` a CIDESCRIPTION OF REVISION DATE s RAIL Oil IS 0.►rOML UNLESS E�,� ��� AL S USE .•+M�•,OIE FRAME am COY(R ji uwIrSS OTWPW S( CONCI C(f » �Z - �r TO �.r.CleC �'Tt7 1"t1M1 G4•t�, -- � � e ex. G. Q J ; - � - ,_ s•o � �.. . � � � CITY OF RANCHO CUCAMONGA Ra f L T� leox QMs ,�o�/ w , lu ,�` � 27 3? ra 0rTdM . I ti1 IvTs c' 06a!�sIN 7a s $ ?" ' �~ - co.C• INT RIM PNASA. z ' .C, a��M 'X,, �� e"� G 41 0 m- h �� --� ET I WAN A AVENUE y o GR.1or ,moi arc � " • F ' h � $ U ` I •0 s0 3 Tr.c _ -tiy o& a�or.515x23 l AW. 0rovdi cn&A/ Cc,' h r � STORM DRAIN RA1N IMPROVEMENT PrIL 7lPLtj Ti''.' /Ol " s� 14' 0 1 TN I Rce'erct h - AT FOOTHILL BLVD , INTERSECTION .it 1 ! 1 ��i 48ntstLD.3Phn a -4 SECTION PM. tt3724 MR M h h APPROVED BY DATE pi o AUNTIOMh_ 49RA W 7' N10<OF'ENNCITY ENGINEER R.C.E. No. 2�9�3alM.= c WAC '�1�Pr1cx [?laltA/ � » � L � ��Z �o DESIGN BYs REQ >� V# NOTE To ll rN8- VE/ItT1C11L ALtoNMfMts 4r" 77yE NEW /�scs 0iij� " /N eT7tYrYVCN �!e•NUe H^Cle• �rrN DCS/G"^7EL7 Tt•) >ti?�'CT�',I-f nfz 04.0 �' O V . C . TFC VE/C77C^L. AL/GNME•NT CL•OSE'L Y • CONT AC701"I /8 ^1X149 E•07 2 v , ltwL Trac , C f G ' ` , ' V Q KE T TH �__-__ ... I-IOTHOL.0 C3AG ^/VD 1'VATEIT UNES m VEll' CO� GL��CE � Z n NCfi� � C�t_� ENC:1R�^CHMLNT F'1�RM!7' /S /TQC/l�'l'�7 IRn11N BYE SHUT mr� ^Nv w�cl� MAY cm/N 1N cap' Nc.�lm T1Y CO ANTES 5 a1= 6 ` SF CTION A--A nr co ,� r+� �3 CM/O N�xr/l��r � /N c' lr• �►fNY GONr-L lG? ) r rc�rc A . E . .»� Gem «.... o;E.�.�. _ �- 7a � '7z�fi'�L CDNS`TMIX-r/o/v ' ST^7'r." IT10HT ` - ^KY , r nar"1LL M-VAo. NTS, curn IntLEI Q j CHECKED BYE 49 R.C.E. !A. 42xDR/1MIIC No. ' N.T. B • M • DATE 6:1�'42 M. It 4 1 B.00 D GENERAL NOTES 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THEc p RLI DAIN impno VF R { PL CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARDu s , EDITION . T A N SPECIFICCONTRACTOR PUBLICION FOR WORKS CONSTRUCTION SHALL BEFAMILIARWITTH AND SHALL BE S RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUB-STRUCTURES OF ANY KIND. TELEPHONE OR POWER PARCEL R----,.IAP K- 0 13724 POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT - OF - WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONEG SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS F0(l. TP- lLL �E REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. __;_____. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL tT � FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY 4 RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. � 20. PRIOR TO PERFORMING ANY EXCAVATION ON THIS PROJECT , THE 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA CONTRACTOR SHALL SUBMIT SHORING DRAWINGS TO THE CITY ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR ENGINEER FOR APPROVAL . IF SUCH SHORING DOES NOT CONFORM TO S CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS DEALING WITH RIGHT- OF- WAY . EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION OF W INDUSTRIAL SAFTEY , THEN SHORING CALCULATIONS AND DRAWINGS 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. SHALL BE PREPARED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. ARNM ►w�+Mrn' PAVING STAKES SHALL BE SET AT HINGE POINTS. EDGE OF PAVEMENT , EDGE OF PAVEMENTS POINTS WITHIN 0. 01 FOOT OF SUB- 21 . EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. CONTRACTOR UNLESS OTHERWISE NOTED. ALL PIPELINES OR ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER POLES, WATER NEEDED AT WARPED OR VERTICAL CURVE AREAS. METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT VICINITY M 6. ALL SEWER, WATER, ELECTRICAL . GAS, PHONE OR OTHER UTILITY AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED. LATERALS, MAINS. OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO PAVING. THE CITY OF RANCHO CUCAMONGA. NOT TO SCALE 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION . TRENCH 22. PRIVATE AND PUBLIC UTILITIES. IF SHOWN , REFLECT AVAILABLE BACKFILL . COMPACTING ORIGINAL GROUND AND ALL SUB- GRADES RECORD DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BENCHMARK .- SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO LOCATING ALL LINES AFFECTING THE PROJECT WORK AND FOR ANY CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS DAMAGE OR PROTECTION TO THESE LINES . PRIOR TO STARTING SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR CONSTRUCTION OF THIS PROJECT , THE CONTRACTOR SHALL UNCOVER S.B.C.B.M. 01111 ELEV. 1197.957 -419821 Tr THF PLACEMENT OF BASE MATERIALS AND/OR SURFACING. ALL EXISTING UTILITY LINES AFFECTING THIS WORK . I " RND. HEAD BOLT IN N.E. CORNER CONCRETE BASE ' 8. ON THOSE CONNECTOR PIPES WHERE CHANGE IN GRADE IS NOT 23. LOCATIONS SHOWN ON THE CONTRACT DRAWINGS FOR EXISTING TED INDICATED. IT IS ASSUMED THAT THE CONNECTOR PIPE CAN BE LAID SANITARY SEWER HOUSE CONNECTIONS ARE APPROXIMATE ONLY . THE OF FOOTHILL BLVD. AND OF TRAFFIC CONTROL BOX AT S.W. CORNER ETIWANDA TED AVE. ON A STRAIGHT GRADE FROM THE CATCH BASIN TO THE STORM DRAIN CONTRACTOR SHALL FIELD LOCATE LATERALS. WITHOUT INTERFERENCE WITH UTILITIES. BASIS IF BEARINGS : 24. UTILITIES DESIGNATED BY THE SYMBOL WILL BE REMOVED BY THE -9.- .WHERE CONNECTOR PIPE HAD A GRADE CHANGE EXCEEDING 5 45' OR OWNER AND THE OWNER WILL REINSTALL A NEW SECTION OF THE DIFFERS IN DIAMETER FROM THAT OF EXISTING PIPE . THE USE OF A AFFECTED UTILITY AT A LOCATION IN CLOSE PROXIMITY T0, BUT CENTERLINE OF FOOTHILL BOULEVARD SHOWN AS N 99040'06" W CONCRETE COLLAR AS PER L.A.C.F.C.D. STD. DWG: 2-D393 SHALL BE WHICH DOES NOT PHYSICALLY INTERFERE WITH THE PROPOSED STORM PER RECORD OF SURVEY R.S. B. 39/92 INCORPORATED . DRAIN CONDUIT AND APPURTENANT STRUCTURES. 10. WHERE UTILITIES ARE INDICATED DN THE DRAWINGS TO BE 25. PRIOR TO DELIVERY OF REINFORCED CONCRETE PIPE TO THE PROJECT SUPPORTED, SAID SUPPORTS SHALL BE IN ACCORDANCE WITH L.A.C.F.C.D. SITE. THE CONTRACTOR SHALL ARRANGE FOR A CERTIFICATE OF , STANDARD DRAWING 2-D173. 1 . 2.3 . UNLESS OTHERWISE INDICATED. COMPLIANCE FROM THE MANUFACTURER THAT THE PIPE MEETS THE CONSTI;iZCJCTION NOTES �ffSTIWTEO Q(.A&7/TIES. TESTING REQUIREMENTS OF THE STANDARD SPECIFICATIONS. 1 1 . CONTRACTOR SHALL POSSESS A "CLASS A" LICENSE , (GENERALT /o JO/IV /FCI�70EPVV577No ^C45 l�E/T DET,�VL O/V SH,E,ET 2 ► � ENGINEERING CONTRACTOR) IN ACCORDANCE WITH THE PROVISIONS 26. SHE CONTRACTOR SHALL VERIFY THE EXISTING FLOWLINE ELEVATIONS OF THE CONTRACTOR' S LICENSE LAW (CALIFORNIA BUSINESS AND PRIOR TO STORM DRAIN CONSTRUCTION . AFTER VERIFICATION . ALL PROFESSIONS CODE , SECTION 7000 ET . SEQ. ) AND RULES AND CONSTRUCTION MUST PROCEED FROM DOWNSTREAM TO UPSTREAM !! C0/ /5TleUCF M1INHOLE , / 1CC/7Y 67D. //0. 511. REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS TERMINUS. ANY CHANGE IN GRADE MUST BE PROPOSED BY THE CONTRACT IS AWARDED. CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO /2 CONST7eUCT 4e A:C/= V-L0^0 l70lr/L,E 1,725 1-1 CONSTRUCTION . 12. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS TO 13 CCN6Fi7UGT -¢8"leCl�^- D" LQ^D F',E/K71"M' 01-14.0 C08ILr DETERMINE THE EXACT LOCATION AND DEPTH OF UTILITIES. EXCEPT 27. STATIONS SHOWN ON THE CONTRACT DRAWINGS ARE ALONG THE f4 cav6TI11/ L _r 54" �CF'� Z710^0/��/e l /L,tG L>= SANITARY SEWER. AFTER THE EXACT LOCATION OF A UTILITY HAS CENTERLINE OF THE CONDUIT . OR ON A LINE NORMAL TO THE BEEN DETERMINED. THE GRADE AND ALIGNMENT OF THE CONNECTOR CENTERLINE OF THE CONDUIT , EXCEPT WHERE NOTED OTHERWISE. 5 PL.[lG �/o Ole I"!1�'� fN/TH 0/e1C/< PIPE WILL B E STAKED S O AS TO CLEAR T H E UTILITY . ,G CONSTRUCT T. STRUCTUME 'iA" PEIT CITY STD.No.508 28. STATIONS AND INVERT ELEVATIONS OF PIPE SHOWN ON THE PROFILES 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR ARE AT THE FACE OF THE CONDUIT . UNLESS OTHERWISE SHOWN . _ /7 CpN577eUCT 2000 'D' !8" RCP 378 L-.F THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE 29. ALL P. C. C. REMOVALS SHALL BE SAWCUT . GbNSTI�CX,T NL°�INOL� n l�El� C/Ty STD. NO. 5/0- HIS / SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS 3p 0W67IZUCT 30" RCP -r'O" LO�J PE1e /cM01`71LE 3G7 LIQ WHICH IS NOT SPECIFICALLY LISTED I N THE ESTIMATE OF 30. ALL OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL 3I CONSTIeUCT SG" I`�C/- "D" 1� F'�1e P�eOlc/LE 2J-% L1' QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER OF EXISTING CULVERTS, PIPES OR SIMILAR STRUCTURES SHALL BE ITEMS OF WORK . ABANDONED BY THE CONTRACTOR UPON APPROVAL OF THE ENGINEER IN CONFORMANCE WITH SECTION 306-5 OF THE STANDARD CoNSTI-7UCT 3.5 ' w/off INLET 7YI-E Os /'ERGAL:TICAMgs'� 2 F� 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM SPECIFICATIONS. RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS CONSTRUCT Io' WIDE 1"t-ET 7Y/"E CV- DISCOVERED LDISCOVERED DURING CONSTRUCTION . UPON REQUEST , THE REQUIRED 31 . THE CONTRACTOR SHALL REMOVE ALL WATER MAIN P. C . C. THRUST C-C&'5Fl<JC7 CtCTCH SIN P=1e DETRlL CA/. 14TA/O Co 8 EA PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY BLOCKS THAT INTERFERE WITH CONSTRUCTION AND REPLACE SAME PER ENGINEER FOR APPROVAL . CUCAMONGA COUNTY WATER DISTRICT STANDARDS. GY�ISTRUCT s/8" THK. CM/N. 3.52'IN6I0E Olg •)571°'ELPIPL�.6LEt/E /OPJ LF 32. THE CHANGE IN GRADE OF THE CONNECTOR PIPE MAY OCCUR EITHER raT ji'vCK/NG 0 36" /TCP /"El'P c^LT1'e/lNS 570. 61-EC/1`=1C,,lKT1Ca+�lS. 15. WORK SITE AND EXTERIOR STREET SHALL BE IN A NEAT , CLEAN, OVER OR UNDER AN EXISTING UTILITY . THE PARTICULAR UTILITY CpN &CT112" -rHK (MW. 2.°J6'/N6/DE0/•A.) ST�E_L /-//=)ff VE /091-•F HAZARD FREE, ORDERLY THROUGHOUT CONSTRUCTION . SITE SHALL BE AT WHICH THE CHANGE IN GRADE OCCURS , IS NOTED ON THE PROJECT ><�R Jr�CKlIVG O/� 30" RCI /I /R C^LT1"NS 5710. SPECl1�IC',1TIO/v(S. CLEANED UPON REQUEST OF THE INSPECTOR. DRAWINGS. AT LOCATIONS WHERE UTILITY CROSSINGS ARE MARKED 0. THE CONNECTOR PIPE GRADE WILL BREAK OVER THE UTILITY AT 16. CONTACT UNDERGROI UND SERVICE ALERT 1 - 800- 422- 4133 AND THE LOCATIONS WHERE UTILITY CROSSINGS ARE MARKED U. THE dl PIPE CONNECTION TO EX. 42" RCP STORM DRAIN PER CITY OF FOLLOWING UTILITY COMPANIES AS REQUIRED. 2 WORKING DAYS CONNECTOR PIPE GRADE WILL BREAK UNDER THE UTILITY . PRIOR TO EXCAVATION . RANCHO CUCAMONGA STD PLAN N0. 333, CASE 1 , DR q8 -06 33. ALL RESURFACING. CURBS, GUTTERS , SIDEWALKS. DRIVEWAYS AND AND DETAIL ON STORM DRAIN PLAN SHEET 5 OF C30 OF y3 ) . SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED SHALL BE MR. BOB STALLINGS (213) 969- 2718 CONSTRUCTED AT THE SAME ELEVATION AND LOCATION AS THE FOR BASE LINE ROAD CONSTRUCTION 34. EXISTING IMPROVEMENTS, UNLESS OTHERWISE NOTED. GENERAL TELEPHONE (800) 422- 4132 �FES- FOR UNDERGROUND SERV I CE35 USE FULL-DEPTH HEADER FOR VERTICAL FACES OF P.C.C. ~� �O�1G CONSTRUCTION. SOUTHERN CALIFORNIA GAS COMPANY (714) 529- 2889 2191 E. BIRCH STREET (714) 529- 7070 36. WITHIN 3 WORKING DAYS AFTER FINAL SURFACING IS PLACED. ALL \ ONLY I BREA. CA 92621 MANHOLE, JUNCTION CHAMBER AND VALVE BOX FRAMES AND COVERS UJ SHALL BE ADJUSTED BY THE CONTRACTOR TO FINISH GRADE . THIS 0. 0 ro CUCAMONGA COUNTY WATER DISTRICT (714) 987- 2591 IS TO BE DONE PRIOR TO PLACING SEAL COAT . AFTER SAID TIME . 9641 SAN BERNARDINO ROAD THE CITY WILL ADJUST THE ABOVE ITEM AT THE CONTRACTOR' S RANCHO CUCAMONGA, CA 91730 EXPENSE. �9T CIVIL METROPOLITAN WATER DISTRICT (714) 593- 7474 37. TRENCH BACKFILL SHALL HAVE A MINIMUM OF 90 PERCENT RELATIVE F OF CA P. O. BOX 54153 COMPACTION BELOW THE STREET ZONE AS VERIFIED BY TESTS TO THE LOS ANGELES. CA 90054 SATISFACTION OF THE ENGINEER. PIPE CONNECTION TO EX. y2" RCP STORM DRAIN A PACIFIC TELEPHONE COMPANY (714) 999- 5639 38. AT THE TIME OF COMPACTING THE BASEMENT SOIL AND PREPARING DR G8-o6 BY TR(TECH ASSOCIATES, I NG. SUBGRADE , IF THE MOISTURE CONTENT IS SUCH THAT THE SPECIFIED DESCRIPTION OF REVISION DATE cif Y RELATIVE COMPACTION CANNOT BE OBTAINED OR THE SUBGRADE IS APPROVAL 17 . THE STANDARD PLANS AND/OR DRAWINGS AS LISTED HEREON SHALL BE YIELDING. THE FOLLOWING REMEDIAL ACTION SHOULD BE PROVIDED= CONSIDERED A PART OF THE CONTRACT DRAWINGS AND SHALL BE ON A. REMOVE EXCESS MOISTURE BY SCARIFYING AND AERATING OR �p'ESSlp�,� C I TY OF RANCHO CUCAMONGA THE JOB SITE AT THE TIME OF CONSTRUCTION . B. EXCAVATE UNSTABLE AREAS AND BACKFILL WITH SUITABLE MATERIAL OR BASE OR tQ� l fy ENGINEER' S OFFICE AT C. INCREASE THE AGGREGATE BASE SECTION OR 18 THE CONTRACTOR SHALL NOTIFY THE CITY E LEAST 3 WORKING DAYS PRIOR TO THE START OF ANY CONSTRUCTION D. STABILIZE THE BASEMENT SOIL WITH SUITABLE ADDITIVES. ORsTo H R M DRAIN IMPR0VEMENTS _ FOR CONSTRUCTION STAKING. E. PROVIDE AN ALTERNATIVE METHOD SUITALBE TO THE CITY 19. TRAFFIC CONTROL AND SAFETY-' SHALL BE MAINTAINED BY THE ENGINEER. LINE A (PUBLIC) CONTRACTCALIFORNIA BUSINESSR IN DANCE WITH THE TRANSPORTATIONAANDRDS OF HOUSINGHE STATE OF DEPARTMENT 39. JUNCTION BELOW, SUBGRADEEANDOVERS BROUGHTIALL TO BINAEFGRADELEAST UPON COMPLETION OF s s C V��. FOOTHILL BOULEVARD MAINTENANCE"WORK". 1989REDITION , ANDRAFFIC LFOR CONSTRUCTION AND STREET THEE SPECIAL PROVISIONS . ASPHALTPSURFACE . FINAL FRAME SEATING SHALL BE 1 /8 INCH BELOW OfcklLPARCEL MAP 13724 TRAFFIC CONTROL AND SAFETY DEVICES SHALL BE PLACED AND APPROVED BY 1 DATE MAINTAINED TO THE SATISFACTION OF THE ENGINEER . NO SUCH r OF CITY ENGIh1=ER �„�`,•���. ���_.tt�. R.C.E. N0. DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT APPROVAL 24953 THE ENGINEER. SOILS ENGINEER : OWNER : DESIGN BY+ RECOI�NDI D IN CASE OF EMERGENCY. NOTIFY: V.C. THE +�p� '�""` „+ ZE I SER GEOTECHN I CAL. I NC. THE WATTSON COMPANY DRAWN BY+ KEITH wi°i'm",fw SHE E.I 200 BAKER STREET 3620 BIRCH STREET. COMPANIES • A.Q.E. ' SUITE 101 SUITE 100 �''"«`""' «"" °I"`».."i OF COSTA MESA. CA 92626 ��'ORT �� CA 92660 CHECKED BY, � .<. +ir.- j �.R.C.E. NO. 42549 DRAWING NO. + PHONE: 17141 755-1355 eHONE: V 141 759-i583 DATE =" 1" 3 r�• JOB N0. _D • At _-_7____ : : : : . , 7 — .117-11 1 . - . . —,-_ - - � I � � : � I I � � -'7----7--- - . I . I i : I I I . . 1 7— - - ,- 7.��--- T- -� - ,, " -_ ..- . , . . 7 . . I - I I I - . � . I I . . I . �� _� 1 , — . � . . . . • � ' ' I .- A . . _ � . - . I I I —, - - -,-----, , ' I � : i � . . - : � : I � . 4 . I I 1. . . I . I I , . I "I . - . � . . � . . I . � . . ­ . .. ­ .. , I � . . . . . : . : : : . . � . I � i . 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W . . i t _ - - i - . _ . . . ? . . . . � DI . : : : II : I . . . # . . , . � : : : : - [p 1 '� a[i fit• r m t . i _ # 0 - i I : (� .� . : I . . . 1 � �h I . : . I . . _ . . . . - . : . - . . . 4 : . . 1 : • . I : � . . . . i i . . . . . . . . . , . } N I _ _ _ . . - , RO , . cotirs7- Ucr ' ems. og �. . �arvs-�- ucr : ��.ao l I . . cnnis7-�euC' - 500; 6,5 �:,A • . . I � . . • PROFILE : I � . ' ` . . HORIZ. I = 40' 54 /QCtC' 1500 :D r I'QCP 15Ob O 5nr /QCF7 ^- /(000 L7 i VERT- f" - 8' t - . i I . 1 1 . . . I . .. - _ _ - _ . __ _ _ _ -. _ _ 10+00 '11+06 _ . ��+00 13+00 I4+00 15+00 16+00 �7+00 18+00_ 19+06 20+00 2I j0.0 i00 22 . * PIPOC AOff M114. !5"CONC/eETE' OC/,1�e S7-�L /eE/N�/'eC�M�T o' 15o' IT�o I I155' t. / - ' i ��T7 5CAc-r- _ /"= 40, . w�.v. ., /t -� . __t / . I � I- I � I - .. 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Jlobons Q oyq� Q ,x W �___ ,wetiired p, draw, p ., / -�-__ r n9r app/y Of /he role,,ecY,on of Q 1 �I \ 11 I `4 dors, ,.#-,c, cm/cr /n,ef of main ,ane and Ioleroa, �rresp, Mor =� Q `eo/h wo ,b be y `\15 X /)IhVnd yF Bora SN ' • a/alrorre for notch basin connector pipe �°1 �1/Q' `�► ��Sc �( �' I � .�•+sd when a,a , I .-- �j ",,< o, ,i",de man of a n.c,ura "'`,','*�. b J iudv, f sJ dory `p'or m�wy - - Ilk4 �Pe,n forcing a/ee/ aha// be pe, t D,11 , a,ro,g h, r _h Y f 1Sr^ /(' cdeor from to, of co✓tcrele un,eas u 41 9 /4"s e. bora / W -I.1 tr � - -54t m I �( SECTION G-G oMerw,ae shown. JAstion /t.- -4 ,-,!Fo ,'et-a to P •moo A*.. J I , , spy v; rvdus of Wk / el °n p/on,Ore Of sand sha Olxy //'be cu,ng en c dn,eir� wol/ I O o/bm Of with' TABLE of open,.rg ~ ben/ rnlo top and bol/°m I ,-,; g moe,murn o/Ji' o/ une/,on ab-ucIvrr \' "fin?/a �� { �W Dor.+ '� Ib' o♦imerviona J 41 _„ A 1 i' anal bar arrev On,,/ H bars when auto, of JpVr is""yf or /rad Jff' CMV 1 _ below JOfrll of main bne, and om,l C barn CITY y e when 'nverl o f ap<rr " /r /"' a6v.e rt,or if Qf A11�� DESCRIPTION OF REVISION DATE APPROV / -DoE eoa 8 ` Ip[�, T V of morn hrro I �'"` `^'r/ QV r 4 Junchon a/ruc►ur-w aha/l be pourti•d monol,,h,colly AL j ,- i R C.H,><6 Bp, S/ w,lb main /1170 storm diroM, monhole or 1 � t- OOrJon . CITY OF RANCHO CUCAMONGA / Oi I �o S F/oar of a/ruclure Shall be dlte/ Jrowe/ed ►o 1) I AO 10 {O the apr-mg line. /p A i r� =,fo0o Psi , 14 oayyI. coNST/ecJCT�oN NOT' 6: A5ENCHM�K• ! g Embeal'"enl, P, aha// be S*for- 8 .96 vr- , �I I ar,d e o ° over STORM DRAIN IMPROVEMENT PLAN S.IB•C.Id,M. O//11 BLEU. //"J'7.05'7 C('J82) I t a e When Eroject Randy lnlef, p n oro not shown /0 JO/u AZIPTO ZX47% RCB I-J5M DeTAlL CA-45,'C-54',-C- 5 . 24 Cerralruclovr on the be/ow t drowrn s ,n/et 0 et SAO// ll e LINE A /" /eNo. H,FNJ ,BOLT /N /V E. COIeN� CoIvC1eE7� �hSE PLAN j°,n/. inches ba/ow the so{!'�, and •n/et pipe Shall be - // COA/STRUGT • /{l/.J-l• � /"E.J'� c/7y 6�jZ� /�/O. 5/I• Or- Tl�i�1=I=IC GONTIeOL �6OX 4_C01' Tff'D ^7 6.W. C0/";WE,?-7 laid on a stroi9ht grade {ro tl main line to catch j¢ CONSTMUCT 54" /TC/� -r "o" LCCWJ PE/'f' /-Mo>�/L� STA. 10+00 TO STA. 2�+47.99 Ot- r�TNILL AnUID, t�NO ETIwfWC.^ ^QE C/E=. bei er,al,rrg cuos►.�.rJen N � ,,. 111 basin or, to 9�ode brook in :n/et line. • •, .� a .. -W Bora f/evasion S aho,l be shown on the pro,ect drop ng when in/et opening {o//s more than G inches be,ow PARCEL MAP N 0. 13724 • • O Bora the Jo{{if, and,n/et Pipe sho//be /o,d on o Stro,gl,t rI•. :: .1 Any aMna'od grade of stated above. I N Dora F Ebra Pipe Min1 E/evot,on R sho// be shown on the oroject APPROVED BY DAT ' 4 °c r drow,n9s ons when o s1uC %J �o be :o-ov,dcd F°- CITY ENGINEE ra&lR.C.E. wo. 24953 DELTA RADIUS LENGTH TANGENT e*.--dCoyea wJ � �L'l�re Cc'7st-uct,on of /nlet J"o c. : PF A 450 00 '00" 22.50" /7.G7' J•32 ' E/eK 1 E ev,y 1* 2' DESIGN BY: L J _ �_ f./ !' e � RF CMI'T NM D B I/° 2b' O/ " 650-Gb' /28. 64.50' r-c oma - V.C. IW— 4,0.c - • 4 C O , •. • Fa"no•Eno: /! 05 44" 3G�•00' 5J.84" 30.02' DRAWN BY: ...;a •�. �� 'q .. . PvD:K Nbrv�•EMRfMTMRtM SdVK�S ;q : '::•,. /�.'.. A. .:� I - -BOGffi// order a/rcc�rrl . JUNCTION ION ST! -w / UIT e! 7141 0-M, we a x m. 6 A.E. 2 OF' -' w,lq /•.! 1 r»,a cwxnrM, � !O R.C.E. N0. 42549 I uj 1 /� I 1 , SECTION P-P sr esrnpor,•:a«/to rs/o rl.,s RE=I` . 70 ,c�c�cD 51.0� n/c� . 2 - O/E�.� crf acE a BY: I ,,,�..r.�!�- Il DRAW 1 riG ra. dfo.,ry ropwrsd ox svec,hcollogs p Bot4fi// ,nay de om,be.o .r'alr,,,ot �, L.J.M. DATE: L J•• '-! JOB NO. 11416.00 7 6 O -D . u laid on wrdi�,ur•be:I carlA lb ahr,+, drown we//. BORDER SND TITLE BLOCK SET-UP - 121 [0.340] PF : 11416 2102 26-Mar-91 09: 15 /1M / 11415.00-999 ( bK>eir+ 2.(, c-f 44 3 . . . . . . , 1 s i i t i t OU'L�' S.D r i Vo 1180 -- V { 8� 1180 _ zi� ____1 1� HGL OG 1}70 170 NGL y S , O? i -- g o. 0070 - ui Q.00 --- --- -------- - --------------- -- -- — — 1160 -- __ _ _ . . . . —1160 � . 1 i W .1 s l!N° I FPS Mo.a C?+S . W ,i IL Q ` # ^� J { - ao QB di cli p ' 1 r i t ' A CONSTIelJC"T �3°3 hf /.. eo�rsTl�uCr 4�l. .L Q?- � ' -- -_-- --_- .conr 5 r7cu4r r8 2.L'7 g-•I� 54 /500 J /Zoo � 48 '~/ c)c, �-/50o p '� f PROFILE i HORIZ- 1" ;: 40' f 1 VERT.: 1" : 8' f j 29+C1 0 � 30100 22+00 23+00 - f 24+00 25+00 26+00 27+00 28+00 31+00 32+00 32 t 00. MATCH L !NE SEE SHT .4 CENCH M^MiK 6.0 .C•,8•M- 0///f ELE-v- //97. 05? (lose) �ryu�M� S.o►�� lu / " I'CND. lfjffA0 C(Y-T /N A jE CO/WC/T CGY,/CXM7:- aNSIF Or 7Tr/�IC CON771zOL �noX L_Oc,� o RT s./Y• CoIW,EIe ' (� Or l cOoTH/LL LG/D• tWD ET/{'�/iWrJ^ IAt/E/�/UE. EX/6T. eO'GTOI'%M 0XVN �p E�SC`ME/YT PE/e. F'A f• 13724 0 v 41 I , I a I J ,"t/7, 70 CFG.RCP LtD SO 1/5.40 9M.H.SNA�r � '-z,.s"1 N �• O � � I O i''�i Al' S4" ;�'S.C�7, m Co t/3. 06 END /,rc/ EC u ;EMO 1IM1 Oti°✓N 2 ' in N k} I I P — — '` NBS° 21 40 ' S - °° lV -' - Vle — ._.,_ -- — — — --� APPROVAL 2 t DESCRIPTION OF REVISION DATE Q ` STU�dOUl'* I-ma-- 40' `�T-aICM L�l'er°�/N CITY OF RANCHO C U C A M O N G A -- °� ,E^6f!M�NT PEF fcwh7G X o. /t~ 22 -r47. VV 13.C. L / 1VE _ STORM DRAIN IMPROVEMENT PLAN MATCH LINE SEE SHT• 2 co�vsTIeuCT1oN n�oTEs : oQa,�� ESs R`,y4� LINE A DELTA RADIUS LENGT H TANGENT loH� G�c' STA. 22+47.99 TO 2+00 //. CONSTI'eUC^T MSN NO L E "C" I'ZFM CITY S'TO &0- 511 A JO' !s' 34 ' 4 5.00' 70-6G7' 45. A5 y 3 r 3 ' P.5 JO° 23' 001, 45.00 ' 70 00' 45.51 /4 CONSTIeUCT .54 D" L0^0 PEl'� /'�IFaIcI L E. W Ilo. 4TS4! rn j . � PARCELMAP , N0. 13724 L a"%D ImEI'e PI'�O/"`ILE. * � APPROVED BY CIVIt �r CITY ENGINEE __ R.C.E. No.24953 -0 /r Chi rl?UC?70& Or C.^7r7r^LS /5 Ivor coAjr-aRReur i,1,,7w Of C XL\1 �� DESIGN BY: - rye c r�D THE M^IN L/NE CONS?IPUCT/ON, LATLJM^L 57UAi 56 AIT6 7L', IBE C^PPCD WITO C3R/CK ^A/D MOIPT/°+T /=L(/� I-O/T DRAWN BY: p—rc'Erq•w-m S""""'° . 7°°°""' . SrfF'T EUTtJRE STORM D/eN/V CONN�C'T/ONS• H,nK wo+.n•bw•.c.,,..xr ssv.r_vs con.�...._u—dWf A.E. Yale 10 CIfCKE:D BY: ,-R - . R.C.E. NO. 42549DRAWING NO. B.M. 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