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1209-D
CONSTRUCTION PLANS FOR THE IMPROVEMENTS TO THE ETIWANDA STORM DRAIN SYSTEM GENERAL NOTES AR EA 2 1. ALL WORK EMBODIED ON THESE PLANS SHALL BE DONE IN CONFORMITY WITH APPLICABLE PROVISIONS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ` 1985 EDITION AND MOST RECENT SUPPLEMENT. CITY OF RANCHO CUCAMONGA 2. LOCATION OF UTILITIES AND SUBSTRUCTURES SHOWN ON THE PLANS ARE AS DETERMINED FROM A SEARCH OF RECORDS MAINTAINED BY THEIR OWNERS. THE CONTRACTOR SHALL CONDUCT HIS OPERATION SUCH AS-TO PROTECT NOT ONLY LINE 2 - 1 THE UTILITIES AND SUBSTRUCTURES SHOWN, BUT ALSO THOSE OTHERS THAT MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT 48 HOURS BEFORE DIGGING AT 1-800-422-4133. AND THE FOLLOWING: CUCAMONGA COUNTY WATER DISTRICT 714-987-2591 INDEX 0 F SHEETS GENERAL TELEPHONE COMPANY 714-983-1311 SOUTHERN CALIFORNIA EDISON COMPANY 714-986-5861 SOUTHERN CALIFORNIA GAS COMPANY 714-798-7711 LINE 2-1 ,PHASE I 3. SEE THE LIST OF STANDARD DRAWINGS UNDER "REFERENCES" ON THIS SHEET. THE (HIGHLAND AVE. CITY CONTRACT STANDARD DRAWINGS ARE BOUND WITH THE SPECIAL PROVISIONS. TITLE SHEET SHT. 4. SEE THE SPECIAL PROVISIONS FOR ADDITIONAL CONSTRUCTION AND TRAFFIC PLAN a PROFILE SHT. 2,314 CONTROL INFORMATION. DETAILS SHT. 5 DETOUR PLAN SHT. 6 LINE 2 -1 , ( REMAINDER ) W LINES 1-2 ,2-2, 81 2 -3 SEE SEPARATE PLANS MIX) PRIVATE CONTRACT 15 LINE - 2 3 � 5ZIMM r r UNE 1-2 LINE 2-2 6 FUTURE Mtd r. LINE 2—I PHASE N/GHL.4/V „E REFERENCES LINE 2-I - V/CTOR/A eAsav _BASIS OF BEARINGS: THE CENTERLINE OF HIGHLAND AVE. BETWEEN ETIWA NDA AVE. AND EAST AVE. , BEING TAKEN AS S 89- 49 41” E. BASE L BENCHMARK: CITY OF RANCHO CUCAMONGA B.M. #155 CHISELED " 11 11 T.C. SO. END D/W W. SIDE EAST AVE. IN SA,Q FRONT OF G.T.E. C 0. BLDG. SO. OF SUMMIT AVE. ELEVATION: 1449.19 FIELD BOOK: ASSOCIATED ENGINEERS FB 85-21 STANDARD DRAWINGS: CALTRANS STANDARD PLANS: D75, D86-B h i� SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT FD0'rA744 01-VV STANDARD PLATS: SP 151C, SP 187A, SP 192E and SP 200A. SAN BERNARDINO COUNTY TRANSPORTATION DEPART- MENT DRA4vING: 209. Q - 3 W io VICINITY MAP SCALE :: 1 3000' 1` C I TY OF RANCHO CUCAMONGA TITLE SHEET ETIWAN DA STORM DRAIN SYSTEM LINE 2 — ( , PHASE APPROVED BY — DATE ,. CITY ENGINEER R.C.E. NC. 2 397 "'' ` DESIGN ASSOCIATED ENGINEERS RECOMMENDED 316 EAST E STREET ' ` P. O. BOX 9419 <: i •:J DRAWN SHEET ONTARIO , CA. 91761 Dc. (714) 986-5818 I OF 6 CHECKEDR.C.E. 3�9Z� DRWG. NO. .__. E co-3o-68 1 L 09- D DATE FILE NO. 85-21 . _._ __ ..__..m-- CY7► W cJ _tom t ,_ L 1 �" z o ' 01 ti I U. ii ..r, ,. y,' ., 11 . '^ W Z D V ,2 O O + ,- , "' 41zo W S f , .. 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P kFILLET Y5 a W x F Q INSTALL 30'� 24"RCP-1350 M U W sa N D LOAD IN EXISTING DITCH, CONNECTatt , TD EXISTING PIPE 40'* RIGHT OTE. i NEW WA _L V LA EX IST. MIA L L ,� 4r •s OOWELi•aro.C.1001 C. Az 21_9« �• �t' C.O. WALL3 `� 0 ALL AROU N D. S EC I IDN B - h CONTINUE LONG. s`� ,3�2� MAT.S. • STEEL. THROUGH -T W M JOINT. NIC ,� . r I N L� 41 co TRAP ';.•IAN.V E L ,D ~ � Hs(*' .,-9' Z- .5'1 r DOW E LS'B " O2 I`" ac. INVEI?T - � 4_ 3" SEE .SHEET W ONLY. ,5�`'�� -co' .ARS ARE ` DETAIL PLAN "g., 33 < Oc N " y� I �' :6(. S•ODI`38 C� L= 84.00` 00 W N /�Vt 0 r 1 vt`X Vi" L'S �—Z' X !/l" X 4'-�" PL?TEc SCALE 1,� = 5, P–& - -- -.�• 5 cam.`q T=X12.03' c—� —� —� REMOVE INTER FER►NG D AA -3 SAR'S EVENLY SPAc'p (TYP. 90TH 41V63) -p. MEET EXISTING PORTIONS OF CHANNEL3 SPILLWAY. $ DEFLf r-TION WALL UP STREAM OF 1XWI s I '� 5' 0,0. WALL. 1 N C OARS /L: %r U I PLATE r, I t Z N 11 4• I/s" X Z" A 3- + I JO' - y 6ALVANIZED E%LT �-�+ p •. ��- � VVIT.-I $QUA E NUT. I I / ND ; T''OM O'.L METAL 614.''-L Sc GALVANIZED AFTER FA91?1.ATION. NOT ' 31�' (TOP A t ) �� �r� F r� Y ALL SECTIORSBAND OTN SID DETAILS OA RE !02 RGP TYPICAL `TRASH SACK D Tal L RAN8ITION. _ - I � REMOVE 4?'` ON EXIST. CONC. C'NANNEL Al Jd.T. S. /5E E SHEET 3 IN5TA4L 40' 2 940RCP-1350 D LOAD WITH CONIC. - I INLET. SEE DETAIL 014 THIS S�1EE FILLET t` N SEES SHEET Z ' T"KANSITIot1 PET UL.TPAIIS STD. l78(o-es � : O ETAI L PL AN "C" W (140TE: ti,N,4 a FL"re Do uoT APPLY) SCALE 1" = 10' DET�1 L PLAN u d " [OA/C, /A/L-ET PER - N.T.5. II DETAIL BEL.OtJ II c 4{ 1�I:L ME STD. 5P 1f` 19Z E . HEIGHT V'ARI ES I I O'TO Co.5'. EK SMP VERT. ' I YOP c�F TRA? G1/�7.tA.GI- MAR'S 113" ►NM Wlw_ �v rC f=ICTEI�ISIO4 WALLS.,Cf6EE WWG-WALL.• + ELEVATION oN THIS L II+ s+IElir) USE DETAtL I L.O•WA LL - Y „ SAM h � r �� -� O2 EXTEND * 5 DOWELS UP AT JOINT 5-9-88 �A�t G"XG"-c*/G wwF - -Z �Z"E"K . DESCRIPTION OF REVI`;ION O,�: c I AMR. Li4ANN Lc W LI mE Acca of ` 1 C1TY . . - C i C T Y OF RANCHO CUCAr1u,tG:A _-__ _- __ _ __- ; "'• �' /HEFT cQNSTI' W1 _ �_A►L' F_L; Art O! ,1d1u6 WAUb T�,'.'E '6, . ',o9r.4 W P 1.:_CSCUT4k :5 -.�jkR 1 ' rEit UL TKA-106 4 ( D TAI S AWAS f VM. ,gyp[/T L CC. 1rn*M 719 EX/STiN�S — #/1 -- - yM — --- ra IGH 1 AND AVENUE ^TORM _)R�. :N IMPROVEMENT 5 ' LINE 2- 1 , .PHASE .Ar---- – TSP r�K, ,l. APPROVE _ r s» �� CITY E:.r •Ucc� C.E.m6. 2 30)7 5E:C71joN Ob + , . :DN — RECOMMENDED - - ,2 N") Sc�4�E iSSC . o' TED ERGALERS •. � Ex[:. F; 30-88 E. A' .,16 EAST F S1 REF f �._! r--" r c A ' T�1 L PL�I �E ` . ,. Civ_;' UN`s Di�A:�1� _P,:O:, ';aX 9a 19 SHEET ONCP S7E I � LA'. 1ri s ..TA��. .� �-.— � :{ Dh�� . . C A. 91761 �t. 5. - A.1-. (714) 986-5818 5 of 6 /e-*'007 r CHECKED R•C,E DRWG. No. M _ _ 1 OAT //- cT F 40-8s-ti r; �� L 14 1209-D \\ 0 0 c yui J w o ui a L+O HIGHLAND AVE. DETOURui a a o R= 900' . c c a 0= 14'02'27 a a = W W \ T= 110.87' i J o ' o o \ L= 220.55' o < HIGHLAND AVE DETOUR n = p 7 Q \ _ sp R= 900' �i _ x a \ ' = 0= 09°07'25° 1= _ w o � CONSTRUCT TEMPORARY 0.2 A.C. PVMT. � x > o Q OVER COMPACTED NATIVE SOIL - PROVIDE c� T= 71.81' v a 4i a a HIGHLAND AVE. DETOUR GRADE PER SECTION B-B HEREON W 0 L= 143.31' a0 a = Z R= 900' Z \\ m i N + Z g O= 10 55'02" ull -)INSTALL 4-36 C.M.P. M of } a Q = xv \\ PIPES (TEMPORARY) TO + N T= 86.00 u m a + I L= 171.49 u� \ \ CONDUCT DRAINAGE FLOW. `r S. 87°07'50"E. CD � x — — m c� N Q� \\ 93.15' — QJ 41 so a ° NNId°49 43 a ao ao a E \ I -� as 11,368,. + o 56.49 AVE. 45 I ' r ETOR" w a4 1 � 343 .480 R=900 R=900 47 OD It+0itHiGH-AND EXISTqr f:pp-A _ — I _ EE N of t A3 — -'r I • _ I ° X45" E — �r -� _� 42 MEET E (1Sf PVM �� --tt \\ N.83 44 — �_ _ �B (EXIST.) — 1306.57' 41 R=900 42 43 R=31000 AVE. N.89° 44'45"E. 1445.98' HIGHLAND — EXISTING 4-36" C.M.P'S Al A x PROP. CONSTRUCTION W x w AREA REQUIRING DETOUR w ui w HIGHLAND AVE. (EXIST.) ui w a 04 GENERAL NOTES a o=06°°00'00" oa � a ° I . THE BACKFILL COMPACTION WITHIN HIGHLAND AVENUE AND FUTURE ROUTE 30 RIGHT- m i T=157.22' i 2 104- : w z Z a OF-WAYS SHALL BE A MINIMUM 95%. PER CALTRANS SPECIFICATIONS M L=314.16' J x n 2. TRENCH SHALL BE SLURRY BACKFILLED UP TO THE SPRING LINE OF PIPE. + _ { _ t _ vd � cin � 3. THE STRUCTURAL SECTION FOR THE STATE HIGHWAY IS FOR ESTIMATING PURPOSE ONLY. ACTUAL SECTION IS TO BE DETERMINED BY SOILS ENGINEER AFTER GRADING AND D E T 0 U R P o A N m THE APPROPRIATE LABORATORY TESTS HAVE BEEN CONDUCTED. ao o+ aD 4. WORK AREA SHALL BE OVERLAID AS DIRECTED BY THE STATE'S REPRESENTATIVE. w a 5. ALL STRIPES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN KIND WITH ' NO COST TO THE STATE. Q. THE CONTRACTOR SHALL IMPLEMENT "TRAFFIC CONTROL FOR LANE CLOSURE ON TWO LANE CONVENTIONAL HIGHWAYS " PER CALTRANS STANDARD T-13 DURING THE v p' CONSTRUCTION OF DETOUR ROAD AND PLACEMENT OF K-RAIL. ® b o � � c*4 moo, auj • A z q 4 \ 4o W [40 NPN w E o e- % %\ rI 4DETOU G s•A HEAD vL {� \ \ < >' W — \ 1 4 - \ C I END d ROAD WORK G I'4 • — �L' ?0:/ TAPE/P -� 20:l 7APEIL \ \ END G•�{ WORK ROAD 0' MIN. � RoaD 13 — — —`— No rE: UPON C0HPLF77loN Or sroKiy o9Anv OOXu67Pae-06W ACRO 56 N/69LAV0 4VF., rNF col(l7 c,4c me --vlAu GSgcA-r/LL 4 -K-RAIL PLACEMENT 7��vcN� �CESU�rACE EX15r�iGNI-A�/D AVE., ,�ENovE 7FN�gey ROAD DETo / iJ/ CGS) AC>W15 I•UGT I ON DETDlliP �20AD, TF�4f QA,ey eelC � ,�I[1 5/G�t//.V6 ST7?/p/�(/ } ,DELATED TO DETO!!4' co�t/STRUc riay. ' vrMOEAp AHEAD 1> > C01MMMMOA/ 4D N G C 40 Hpw) A/PE.4 HPH STRIPING AND SIGNING PLAN - -- EP 40 20 0 40 80 120 (f) TRAFFIC CONTROL A-/PA/L � H/Gf1L4N0 AVE GRAPHIC SCALE ---- /r Ai.4/1_/NG T.4f'Eh'2O / BOTN ENDS E K Fr'A/L/NG 80, �,S .4T P/PE /NSTAL L AT/O/V rNOAl rIl S/DEQ 7-25-88 HMM 80 �� LOR2ECTED DETOUR t DATA, ADDED GEA!• AUD7E5, K-R�4lL DET �/f1d8 CONTINUE EXISTING HIGHLAND AVE. DESCRIPTION OF REVISION DATE APPR . CROSS SECTION GRADIENT DETOUR ROAD CITY OF RANCHO CUCAMON GA ¢ I 6 CONSTRUCTION AREA PLAN AND PROFILE I SHOULDER (TYP.) ' '7G - /= 2' 2' P' I NORTH SIDE PIPE INSTALLATION HIGHLAND AVENUE SHOULDER `- �� I VARIES K RAIL SHOULDER t I ��-�' at" PHASE 1 TEMPORARY DETOUR PLAN ,z' ,z• 3' 5" ". STORM DRAI N� P PHASE It LINE 2- 1 �• ., HIGHLAND AVENUE DETOUR HIGHLAND AVENUE APPROVED BY DATE (EXISTING) SECTION �rC»_ C» o�MCITY ENGINEER. R-C.E. Ab- 122397 � vas M°`F� I _ � o „p„ �, DA TYPICAL �K RAIL PLACEMENT 4 DESIGN ASSO ABED ENGINEERS RECOMMENDED SECTION "A"-"A" SECTION B — B a No 36926 P B. 316PEASTBOE 941 BEET A. ,i...�� NTS ExP 6-30-88 # DRAWN SHEET j ONTARIO. CA. 91761 6 6 EXISTING HIGHLAND AVENUE PROP. HIGHLAND AVENUE DETOUR %, c1v\v�o��' A.P. (RIO, 9CA. s of SCALE: 1 - 10' f Of LA\ CHECKEfl R•C.E.3(olZ& DRWG . NO . oc? G-3o-rsb 1209-D DATE �FILE NO.. 85-21