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HomeMy WebLinkAbout1186-DC GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA CALTRANS, SAN BERNARDINO CO. STDS. AND SPECS. AND STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. 2• ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER 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 DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSING SHALL BE CONSTRUCTED PRIOR TO PAVING. 5. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 6. WORK SITE AND EXTERIOR STREETS SHALL BE IN NEAT, CLEAN HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. 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 RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 8. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER. 9. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, 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 LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 10. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF QUANTITIES. 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 THE UTILITIES OF EVERY NATURE WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL COST OF REPAIR OR REPLACEMENT OF SAID UTILITES DAMAGED BY OPERATION. 12. ALL STATIONING AND DATA REFERS TO THE CENTERLINE OF PIPE OR CHANNEL. CONTACT SAN BERNARDINO COUNTY DEPARTMENT OF TRANSPORTATION AND FLOOD CONTROL 48 HOURS PRIOR TO COMMENCEMENT OF CON- STRUCTION. CONTACT MR. JIM DUNN (FIELD ENGINEERING DIVISION) (714) 387-2642, 825 EAST THIRD STREET, SAN BERNARDINO, CALIFORNIA 92415. UTILITY CONTACT CONTACT THE FOLLOWING. AS REQUIRED. 48 HOURS PRIOR TO EXCAVATION: GENERAL TELEPHONE COMPANY: (800) 422-4132 280 SOUTH LOCUST Z P.O. BOX 2920 159L.F POMONA, CALIFORNIA 91766 �W U SOUTHERN CALIFORNIA GAS CO: (714) 529-2070 2191 EAST BIRCH STREET (714) 529-2889 BREA, CALIFORNIA 92621 a u_ O O CUCAMONGA WATER DISTRICT: (714) 987-2591 9641 SAN BERNARDINO ROAD Y RANCHO CUCAMONGA, CALIFORNIA 91730 rLYO N Si.aWILLIAM LYONIF077 Qn� .o""cl"..ie .vl►[ . N11NCN0 All.110110.• C.11/OANIA 91720 &%MORSE CONSULTING GROUP x PLANMNC • ENCINF.F.MG 0 LANDSCAPEARCHnECTURE 4860 IRVINE BOULEVARD, SUITE *201 IRVINE, CALIFORNIA 92720-1999 (714) 730-7117 z W Y J J 2 RCA� NA. 3279 IN THE CITY OF RANCHO CUCAMONGA HIGHLAND a �Q Q /ND/CATES SHEET NO. AVENUE S.P.R.R. INDEX MAP SCALE 1'=400' WILSON AVENUE W WW WW HIGHLAND AVENUE DEER TH ••tom � PROJECT S� CREEK Ne cow W CHANNEL J w > O SU. PACIFIC RAILROAD BASELINE, ROAD VICINITY MAP r PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE I PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON i OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT r 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'. I i1 THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE I CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE ' •OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS' 'CONSTRUCTION SAFETY ORDERS% CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. i CONSTRUCTION NOTES AND ESTIMATED QUANTITIES �w 13031,F 35IL-F Z 2�- CONST. 21" RCP (D LOAD PER PROFILE) J 159L.F Q J �W U 3�- CONST. 24" RCP (D LOAD PER PROFILE) 54aF 8OW LF w a F- U a u_ O O Q 3 Z Z W > 3 Y /a-- CONT. 18" RCP (D LOAD PER PROFILE) 13031,F 35IL-F 8DNF 2�- CONST. 21" RCP (D LOAD PER PROFILE) J 159L.F 94►,F 3�- CONST. 24" RCP (D LOAD PER PROFILE) 54aF 8OW LF 4�- CONST. 27" RCP (D LOAD PER PROFILE) I,F I�$ - CONST. 30" RCP (D LOAD PER PROFILE) 48 LF G)-- CONST. 33" RCP (D LOAD PER PROFILE) IOt„F. CONST. 36" RCP (D LOAD PER PROFILE) 112LF 122lat,,F TT31.F CONST. 39" RCP (D LOAD PER PROFILE) GLF 9� CONST. 42" RCP (D LOAD PER PROFILE) AMLF CONST. 48" RCP (D LOAD PER PROFILE) 9291 F nGlF CONST. 60" RCP (D LOAD PER PROFILE) 5(olLF /2 CONST. 66" RCP (D LOAD PER PROFILE) 'nI LF /3 CONST. 72" RCP (D LOAD PER PROFILE) 2D-ILF /4 CONST. 90" RCP (D LOAD PER PROFILE) 3MLF /5 CONST. CATCH BASIN NO. 1 PER CITY STD. 502 OF -A. 1FEA. 17 -EA. /6 CONST. CATCH BASIN NO. 3 PER CITY STD. 504 9EA. 5F?.. 12)EA @_CONST. JUNCTION STRUCTURE "A" PER CITY STD. 508 4EA. /8 CONST. JUNCTION STRUCTURE "B" PER CITY STD. 509 IEA- IEA. /9 CONST. MANHOLE "A" PER CITY STD. 510 17 -EA. IDEA. 15FA ®— CONST. MANHOLE "B" PER CITY STD 511 ZEA 2/ CONST. JUNCTION STRUCTURE NO. 4 PER L.A.C.F.C.D. STD. 2-D193 ' DETAIL SHEET #2 IEA. I EA @_CONST. C.S.P. PIPE RISER PER DETAIL SHEET NO. 2 O- CONST. BRICK & MORTAR PLUG IOEA. 4EA. 5f -A• 024LREMOVE PLUG & JOIN. I EA. 26 CONST. U43 CRISTY BASIN (3'x3') OR EQUAL W/3/8" (DIA. PATTERN) STEEL PLATE COVER a— CONST. 45" RCP (D -LOAD PER PROFILE) Z$ INSTALL ALHAMBRA GOVERNMENT TYPE A GRATE 8 FRAME 29 CONST. CONCRETE COLLAR PER DETAIL SHT. #2 NOTE: R yt/rrVbs ApP�oYED FOR cons TR�cTroN of .f aRr tI-Av�' Z/P TO 7y� SAN BER/I/�RTJ//YO GDUNTy �LdDO �L O/ST.P/GT. ,,�t'/l,�/T-OF_ N(/Af' �ER/"l/.SS/DIY TO CDNN �7�/iS/�O THE yjp�Q01140 DAI' CREf ��L .51H.�LL g,6 �RaL F✓?O/" ! TfY� SA/Y �E✓?/�'iIRO/h�0 COl�il/TY FLOOD p/.ST•�/�'T U/,QES P0, Of D�iY CR�Ek PNS 5EA IS7EA I EA. Q/�1PR0!/ErslEVT,? PEJO T,c- f679G BEE BHT. (O. /d DE3C.�/PT/oii/ OF SCE✓/,3/O,V Df3TE PaP UFS CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLAN FOR NORTH. SYSTEM APPROVED BY: ��QRO���Sj��✓q/� CITY ENGINEER ��Q\S�. L(Iy1.1 BENCHMARK B.M. 1638 DESIGN �. j ELEV. 1297.297 D EZ -C C"G1A1rS')e/NG �' `" _' 1 24' EAST OF (tETIWANDA t No. 41983 * j) AVENUE AND 40' NORTH DRAWN Exp. 3/31100 OF (t BASELINE, SET BRASS BENCH DISC. IN TOP OF CHECKED P �'4TF �F I C AUFp\ NE END OF A 4X2' CONC. BOX CULVERT. TRACT NO. 13279 MORSE Cmom UL77NC .0 —muP 1860 IRVINE BOULEVARD. SUITE'201 IRVINE, CALIFORNIA 92720-1999 DATE' R.C.E N0. ZZ317 R CQM <I— Dr IDN.. IL - (714)730.1111 SHEET it No. 20596' A E+a rxi19/47 CIVI ��� OF OFCDRAWING N0. ' GATE llB�-D " . - ' - FILE NO �. /Plain Or reinforced concrete pipe or C.M.P 11 Main Line 4 r I 1 •,'• / 1•m in. 'See Not CASE I NOTES- CASE I AND CASE 2 r Ci Code _ See Note 7 ° • ' -Catch basin Floor Bedding of -t_A > Plain or reinforced See Note 7--`6+ inlet pipe----- ' - QI 420-0-2000 &420-0-2000 �. Elev.S. A concrete or D• see note 3 compact soft to 270 U43 relative density ' - D•• •' t►'. 1 required by i ' ° ' �'• ' ' zip' specifications-' %Pipe bedding_..` D Undisturbed earth--///\\\ 4 See Note 4 - CASE 2 Note: All connector pipes (within the angles specified for Case 2) shall be encased when laid within the main line excavated trench or when laid on fill which hos not been densified PLAN to suit >ns Connector pipe 4"Mina'•, ,.._ i I i Clogs *C" mortar T c v l : SIO. A `j�o• ro - : I� V NI For outlet see Standard •,'• /� Catch Basin plans O CASE I NOTES- CASE I AND CASE 2 r No. Code 0 ° • ' -Catch basin Floor • 3 > Plain or reinforced See Note 7--`6+ cont. pipe or C.M.P. D ' - QI 420-0-2000 - i�min. r Conc. encasement See Note 4 - CASE 2 Note: All connector pipes (within the angles specified for Case 2) shall be encased when laid within the main line excavated trench or when laid on fill which hos not been densified PLAN to suit >ns Connector pipe 4"Mina'•, ,.._ i I i Clogs *C" mortar T c v l : SIO. A `j�o• ro - : I� V NI JUNCTION STRUCTURE NO.4 0 0 SECTION B-8 0 SECTION O CASE I NOTES- CASE I AND CASE 2 CASE 3 -SADDLE CONNECTION No. Code 0 Main Line I. Angle A shall be between 45•degrees and 90 degrees and NOTES* CASE 3 U21-71WHO • 3 O 0 - C- 2000 coC. ®42NC D snolt be 24 inches or less. For smaller values of A and 1. Connections to pipes 21 inches or less in diameter without 2'x 2' 4(cJ 1'L�r U32 T ..o ...t...�.. 1 (f 10 2'x3' larger values of D, use appropriate standard structure. junction structures or precast Y branches shall be mode pp ob 2'x 4' 270 U43 t with saddles 295 class "C" mortar_, U52-72Wt,D 3' x 4' 390 2 pc. 2. In no case shall the outside diameter of the inlet pipe ex- 2. Trim or cut saddle to fit snugly Over the outside Of the B teed one-half the inside diameter of the main storm drain. main pipe, and so its axis will be on the line and grade pj?GYE�jl of the connecting pipe. Center line of inlet shall be on radius of main storm drain 3. The opening into the pipe shall be cut and trimmed to I ` except where Elevation S is shown On project drawings. fit the saddle so that no part will project within the bore . of the saddle pipe. Min. ti 4. The opening into the main storm drain sholl be the outside 4. The connecting pipe shall be supported as shown In Cases ' 0. D. • • I �``I ---iT diameter of the inlet pipe plus one inch minimum or 3 inch I and 2. --Bockfill O t ♦ i maximum o. -Pipe bedding t '' 1` Sto Q S All corrugated metol DiDe and fittings shall be galvanized. 6. If Angle B is 45 degrees or less, use Case I. If Angle 8 is greater than 45 degrees, use Case 2. SECTION C -C SECTION A -A CASE 1 7 Burn or chip end of connector pipe flush with inner surface of mainline pipe Round edge of concrete pipe or reinforced concrete pipe. A e. Station specified on drawings applies at the intersection of inside wall of main storm drain and center line of inlet pipe. JUNCTION STRUCTURE NO.4 0 0 Christy 0 Approx. O Ordering .0 Wt. No. Code 0 Per Set U21 U21-71WHO • 3 O 0 - C- 2000 coC. ®42NC U23 U23-71WHD 2'x 2' 4(cJ 1'L�r U32 T ..o ...t...�.. 1 (f 10 2'x3' 195 o�p pp ob 2'x 4' 270 4S ,i 10 / D CIRCUL-AR "CIES . P: 110 J ••p• p DA I I If CONCRETE COLLAR DETAIL SCALE: 1/2 " = 1.0' NOTES 1. A concrete collar is regd.where the change 6. Where reinforcing is required the diameter of the in grade exceeds 0.10ff. per foot. circular ties shall be D+(2xwall thickness)+8" 2. Where pipes of different diameters are joined 7• When D, is equal to or less than D22 loin inverts and with a concrete collar, Land T shall be those when D, is greater than De) join soffits. of the larger pipe D=D,or DPwhichever is greater. 8. Pipe may be corrugated metal pipe,concrete pipe, 3. For pipe larger than 66"a special collar detoit is regd. or reinforced concrete pipe)%r asbestos cement pipe, 4. For pipe size not listed use next size larger. &9• Not. to be used for a size change on mainline. 5. Omit reinforcing on pipes 24' and less in diameter and on all pipes where angle A is less than 100 O F- ! Z N O W a fl -U d0 Wt_i rnti� Wa U WJg 0. �QW N CL O >00 i O 31.1 ES • Knock -Outs Available in Grade Ring and Catch Basins. • Openings, Locations and Sizes to Job Specifications. • With or Without Bottom. • Progressive Webbed Knock -Outs Provide Maximum Flexibility Permitting Pipe of Any Size to be Neatly and Quickly Grouted in at Job Site. • Standard Tongue and Groove Grade Rings are Available in 6" Increments up to 4' High. • All Reinforcing Steel Meets ASTM Specifications as Required. Cast -In Galvanized Frame for Grates 1-1/2" x 1-1/2" Angle Iron With Anchor Bolts Cast -In Galvanized Frame for State Type Grates 4" x 3" x 1/4" Angle Iron Ends With Anchor Bolts 3-1/2" x 1/4" Side Bars Grooved to Receive Tongue of Grade Rings. Curb Inlets, etc. 6" Exposed Rebar to Allow Job Site Pouring of Special Curb Shapes at Grade Level, etc. Cast -In Galvanized Frame for 1/4" Steel Lids With Bolt Down Provisions Recessed for 1/4" Steel Lid With Bolt Down Provisions KNOCK OUT 12 151/1 19 22% 77% OPEN FLOW AREA LE Catch Christy I.D. Approx. Basin Ordering Catch Wt. No. Code Basin Per Set U21 U21-71WHO 2' x 2' 165 U23 U23-71WHD 2'x 2' 165 U32 U32-71WIlD 2'x3' 195 U36 U36-71WHD 2'x 4' 270 U43 U43-71WHD 3'x3' 295 U52 U52-72Wt,D 3' x 4' 390 2 pc. Welded Steel Grates for "U" Series Catch Basins to Meet Job Specifications • Individual City, County, District or State Requirement Information on Request • See Catch Basin Page for Frame Detail. U 4 3 CATCH BASIN DETAIL N.T.S. 6DVERRME41 TYPE "A" WET GRATE AND FRAME FOR TRAFFIC PLATE CLEAR OVERALL HEIGHT APPROX. NUMBER OPENING FLANGE FRAME WEIGHT A-1200 24 33 5 455 WELDED STEEL GRATES WITH CROSS BARS rIN frame and Grate Machined io fit. Painted: Bituminous Paint. A-1200 ALHAMBRA GOVERNMENT 2e TYPE A GRATE & FRAME N.T.S. JOB NO. 240-0800 1 LL) to Zg J w =w Qul CD o' N N' 102 i�/ 1 +4r..2Co / END RCP _va — 1390— NUI SANCE GUTTER FLOW ONLY (2 c.Fs — /380 — I I,I�y,�RGP STORM DRAIN DATA _ J�p - ... R + 6` > " :01 •-_ _ .. » i c ? -T� _. fo LINE A B -ZG! 31 ' 03" 00.00 --ifJ 45"RCP-150D=D FU'f. CONST LINE AA �O Seo .5S LFA - - PROFILE SCALES _ : no0-a -Lc).23 14-774 HORIZ 1'-40' D ����IA'�� a VERT. T-4' 1.30 PLAN SCALE LINE A r-40' STORM DRAIN DATA NO. 0 R L T REMARK A Co° (D 40" 1503.00 1 X1.04 �9.5"I LINE A B -ZG! 31 ' 03" 00.00 4 -1 -COS 21.21 LINE AA G 1 e 3�30" 0)0.00 -Lc).23 14-774 LINE AA D O' ico 42" 1503.00 1.30 3.GS LINE A D ROCHESTER AVE. 2/ 18 CITY OF RANCHO CUCAMONGA 01 P,p CONST 1?�c.F STORM DRAIN IMPROVEMENT PLANS FOR K" 7, RCP / 1 A LINE I 1 a CONSTRUCTION -NOTES= az re..) LINE A A tO-- CSJNST 18" RCP C D L.060PER PROFILE)//�/E �A-27 FROM STA . 16+19.20 TO STA . 2-1 + 24.30 CONST. 45 "RCP (0 LOAD PER PROFILE) l4 CON'ST. -)o" RCP (D LC)A D PER PROF 1L.Ir) TRACT NO. 13279 15 (ZN5T, CATCH BASIN NO.1 PER CITY STD. 507— Ko CON5T. CATCH BASIN NO.3 PER CITY STD. 504.. APPROVED RATE ►8 CONST. JUNcT10N STRUCTURE' 8' PER CITY STD. 5001. CITY ENGINEER R.C.E.N0. 23q 7 �— CONST. MANHOLE 'A PER CITY STD. 510. DESIGN Rf&TO N D O— CONST. MANHOLE' B' PER GITY STD. 511. GB //1yI1�..MORSE CONSVL77NC CROUP �o �r c ql� �bb�,1� w i►N'tiR . . o .,,�,�,F,.o.�,.� QROFESSIpy r 4860 IRVINE BOULEVARD, SUITE 0201 23 CONST BRICK t,-MORT4R PLIJe. IRVINE, CALIFORNIA 92720-1999 y r^ T SHEET 2/ CONST. ✓UNCT/ON STRUC7Z6qE N0.4 IFR L.A. C.FO..D. STD. 2- DIM IDEML SHTZ DRAWN 814)730-7117 �_NO 2M 26 coNST. U 43 CR/STY BASIN (3'x3') OR EQUAL #13/B" 01A. PAT7FRN) STEEL mc * Ew ¢3D- * q- OFICIVI � &ATE COVER CHECKED /� C gjfOfCA��FDRAWING N0. DESCRIPTION OF REVISION DATE CITY APPROVED DATE 1FILE NO u JOB NO. 240-0800 } { : . • i : • i 1 +81.00 t RISER I +'Ko.SO END R.C.P w I Z R J T REMARK A Q L G U X48 48.25 LINE A pN GRADING PLANS DITCH DETAILS. TDy) ll�l 'N a � 4 t CONSTRUCTION NOTES% �- CONST. ---Vo I I RCP (D LOAD PER PROFILE) l4 C(DNST• c:)O° RCP ( D LOAD PER PROFILE) IC) CONST. MANHOLE 'A` PER CIT`f STD. SIO. 23 CJONST. BRICK It,- MORTAR PLUG. STORM DRAIN DATA NO -1 A R L T REMARK A 20 44ol 05" 19cTl.00 X48 48.25 LINE A Aci0011zY-1003.00 13-7.25 G8.G4- LINE A 420 ►31 5511 90.00 GG 34- 34-14o LINE A-5 D f ' 02' 3-1 " -1003.00 121.51 G3.18 LINE A CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS FOR LIN E 'A' FROM STA . 21 +24.. 30 TO STA. 3S + 92. S1 TRACT NO. 13279 APPROVED BY: DATE:dew CITY ENGINEER RCE. NO..� DESIGN7'ULT7NGGROUP Q�pfss1QNq R Ov ND GBMOE.CONSOLAPR,G„ZAMCWTE M 4860 IRVINE BOULEVARD, SUITE &201 IRVINE, CALIFORNIA 92720-1999 DRAWN (714)730-1111 CD " SHEET MG 9-30M a; 5 of 1-7 l ,f � �?q CHECKED crvl ��► / / f! , rEOFCA��F� DRAWING N0. DESCRIPTION OF REVISION DATE CITY •, APPROVED GATE ~ FILE NO JOB NO. 240-0800 i 26 arP, CM _ �7 =AJAV� :<' co v zo c) L oz r� h / .wo �- �e ��� X111\1+ 'pd�ia D�1A8=J4� , P" VAO CONSTRUCTION NOTES= coNST. IS" R.C.F' ( D LOAD PER PROFILE) CONS -C. 24 R.C.P C 0 LOAD PER PROFILE) Q - - - _ O� 7� v . y 11 CONST. CoO R.cP C D LOAD PER PRO>=tL.E) 7^ CONST. Go:; R.C.P (D LAAO PER P�FIL.E) O $ 12 d t3 S �" Y`) 13 CONST. "T2" RC.P (D LOAD PER PROFILE) p + , , ; 6 �O.S 14 CONST. c)0" R.C.P (D LOAD PER PROFILE) q, 161 N LINE A Q w Q J^ �� 15 CON5T. CATCH gASiN NO.1 PER CITY STD. 502. N 1- Z 9 k iCo CONST CATCH BASIN NO.3 PER CITY STD. SO4.. V - % J S S� 19 CC)NST. m 4N HOt..E I A I PER CITY STD 510 . ►9 9 m o Z oC 9 8 r �— CpNST. MANHOLEI 8' PER GITY SD T. 511. t + 6' Q Z 2 •� Or �I c �-- CONST E3RICK � M0f=\-TAR M -UG d to s dl , CONST. U43 CRISTY BASIN(3X3)0R EQUAL 162 0 ►n 7 I 7 1 �, �n +k, W/3/87(0IA.PATERN) STEEL PLATE COVER IT(}v vV il��11414 a DESCRIPTION OF REVISION STORM DRAIN DATA NO 16 R L T REMARK O 3 ° 42 OS11 4M.00 32.11 IG.0G LINE A © t3° 08` 10" 491.00 "10.5-1 35.35 LINE A Q 3° 11' 12" �0 71.00 19. 50� LINE A O 24° 12` Ko" C.9 -T.00 294.45 149.45 UNE A 0 e 13` 03 rd'11.00 999-7 50.C51 LINE A 0 CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS FOR LINE'A' FROM 5TA. 42+02.02 TO STA . 49 +11.57 TRACT NO. 13279 APPROVED BY: DATE. CITY ENGINEER RC.E N6. ZZ3177 DESIGN [7 BULTTNG GROUP ESS1MRCONS..,1CW-,ffAACP#7 rnW eR Nq b 4860 IRVINE BOULEVARD, SUITE '201 DRAWN IRVINE, CALIFORNIA 92720.1999 ; y `� �• SHEET X714 730-7117 M G * f ¢3M * of civ► CHECKED ('�� �91f0 cp��F� DRAWING N0. DATE CITY �� APPROVED DATE C- �' ILE NO JOB NO. 240-0800 4 .......... - ............ . ........... ............ iR BENCH MARK B.M. 163B ELEV. 1297.297 24' EAST OF ETIWANDA AVENUE AND 40' NORTH OF (t BASELINE, SET BRASS BENCH DISC. IN TOP OF NE END OF A 4'X2' CONC. BOX CULVERT. e,N t � 140111 114 41 1001, FA&koAltWr WeA)e �pd°�a d��b�b�b azolrew &)Aw" coArA ell Ir � r (WMAA?�G le s0000// as7w" Zoaaal =w, 4.mpc- 0*ao&-5- 00707' 47e-07' 66.7," 1eAt--A- Z *ZZ �5d '7F 1003 Fen.Z-?' I' &5 -ea" luevc— A- — Ct"M&CiMW Al0?*G 110- e coeosr ed?tc-ee ( oo ecckw ext.-er ntonew) cloln�sr. Go YrQ- rio WA40 et=1� e9lltorze416) is cor r cAm& eAgew fl't ecseliz cerr &tew5oz n CAI Sr CAM CAGeN 0'0 10 COA4Sr At6N6ty-C- A'ecy-Fer Cen- &'XD -SeO zi coAA&- 1e-e<we-eqA-, a,?ftecraeTc- A;o a e%--& e-A-cr-oto, &r. z-cva 60 c- e -Z 41 VGrAIG & e- ee., z ) 25 CONST. BRICK t MOR -T;6^ PL,.� 26 CONST. U43 CRISrr BASIAl (3'x3') OR EQUAL M13/6"(P/A. PATTERN) STEEL PLATE COVER &- CONST 48" RCP (U- L -04 -ID PER PROFILE ) DESCRIPTION OF REVISION DATE CITY 1APPROVED CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS FOR GINE A Ffiom 804.00 0 1pt. I$? m 49?A - Sc f -ea. Ga TRACT NO. 13279 APPROVED BY'. deolow-111 CITY ENGINEER DESIGN ft!=� -CoNsamnz�oup 4860 IRVINE BOULEVARD, SUITE 0201 IRVINE, CALIFORNIA 92720-19" DRAWN (7W 730-7117 CHECKED DATE i FILE NO PIC.E. I RE -COP 'ItZ1 SHEET `+ OF –� —7 DRAWING NO. JOB NO. 240-0800 GlAO 4Aj,CtV G1fG7• •�' 1 � etACE lIL i I' L !V lr5 °pcl''O?%C l /--- 06 20"35/2 E►vC"-,gS�MENT � BASiN � N46°3550E V t/ 1-26' l �/ , �0c. NQo° 8' •'' qe voh 44 44 ':::1) GIM& 1� N\ 4) !V I-SZ'lG'C= v 10 / vg F to DrrvY' C3 y SZL7IrM cC�hAlN �c4 r� (cx>acx 23.71' ll m" CINE A ® 20 15'18" CxZ.40 39.48' /9.74' ClAe- R © 63°l3'at " CX3.00 231. S?' UG -00' CllVL A 4 O°C? b6" Coa-o:; 6.00, 2.SC�' e- e& c- ^ E GG 007 cx5 ° 0000, 135. Z6, 66.66, CIN(6 A F 6° 13'17* /G 3.00' /08.9/' 54.5/' LINE A . CONSTRUCTION NOTES 0- COMr 'eA-Q- C(V a)AV ev---M e0A�Oe--XCF) 10 CC A Sr 48 "lt�lb (,O (-OAcO tcC-?r lout!-XdF ) ts�-- COMB?- CAMeY eOASlty #1 ec6Ir Clrl- OM. 6Oz a-- cotvsr cetclr c6ASIN �v3 ewsir ctzr &0 o Cotvsr. �rAtvlrocF �• �� clrr stx�. Oslo 2t CCYVW.. 10ACe'eQeV 677PGCrLIltE A0 �Ir G.A.C.I=C(o. SI D. Z - Aww cid 'tNC° kSNr Z ) 26 CONST. U43 owSTY BAS/N (3'x3) OR EQUAL W/3/8"(D/A. PA77VW) SMEL PLATE COVER n CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS FOR GINE A NNW Nur►'t SrA• dnf23-ooa 10 ". all As.co TRACT NO. 13279 APPROVED BY: DATE' CITY ENGINEER RC.E 223?7 DESIGN R MMEND MORSE CONSUL77NG GROUP RpEESSIpy 4860 IRVINE BOULEVARD, SUITE '201 ��P�F S C. MO��yc IRVINE, CALIFORNIA 92720.1999 = yWIL �^ DRAWN (71 730.7117 SHEET o �c E+a 911 * _OF 17 Civt 11 F CHECKED � � /� fOfc glAUE�� DRAWING N0. DESCRIPTION OF REVISION DATE CITY APPROVED DATE ' 't' ".BILE No JOB NO. 240-0800 iI- w r rQ Cil °e,N t �3 44 xC4;' Nx�as�rc--or) W-elV--4' L0 ez C„C � G 17 ti 1 yj oi \ � ph l9 �\ I z ILO Lr) 23 - "� .. \ �.� �'��� � _ /. •10 Co \ \ v d lTT \ 1l \ — --- OQ � t ty t � I 16 '} \ /R POP P7 SEE CITY G. I�i10 6 - CAJC Ft/G/,VEE,�ivG Dq E szare6r iCktA!N 40AMA N0. Q re c r ��rAMtr CD3 -09' ClNC A 154.x5' CINC A C 63 °Z0 CC ” &x=. !C.G - 37' I G!!VE A CaAksreV CreQ V MtS CONGr !d "'en— 60 CAAct7 Rrr egTor-lcc-) �-- CONsr. ✓m crloN wercrCm&te A't��r cert Std ao6 !9 C AA&- MANeytxe !1, �� CIlY am. Seo. 23 COAASr Merecn(, erfcxrrAAw ectceg 28 INSTALL ALNAMBRA 6#vEWMEur TYPE A GUrE 4 FRAmLr CITY OF RANCHO CUCAMONGA Q 0FEC� Nq�F STORM DRAIN IMPROVEMENT PLANS FOR ZQ\S *%i yCZ N `AMC A * No. 41983 EXP- 3/31/00 * M!k- Gee R5.00 R? GFA*. C,6-laZ-00 �rgTF CNTLo���a TRACT NO. 13279 OF CALIF APPROVED BY: DATE. t CITY ENGINEER R.C.E. N6. ZZ317 7 DESIGN RCQMSENED MORSE CONS�,,UL7TWC GROUP n.,,..�.��..E� QROEESSipyq x- 4860 IRVINE BOULEVARD, SUITE '201 �Q�O��C. M l `� CPLO x IRVINE, CALIFORNIA 92720-1999 la ��/' 2ol DRAWN R 4)730-7117 h 20596 `" SHEEE�T1 III EwMM o/ clyl cfty CHECKED /0 fOFCAUF� DRAWING N0. DATE APPROVED DATE 'FILE NO - 4//' O JOB NO. 240-0800 �ix r o- ("+ ,- z4owd k SzL'rM cC ktA!!V cVArA A0. Q R G r !rSdWrN O !0'?545" 11.90.0 ZIG.Ge' eW.00' CINV A ® 11660 '2S" eeW.CX) 240.03' C2a.37 G1NC-' A C Lw 001 Com" 4S.cx)" X30.GA / 16-x ' = CINC e-- SHEET 5'SG'(X-) , %5 46.00' 4 .GG ' 2.33 ' Gly r- 46 46 -w 52 " a -a 1aeo , 10.17 ' C11%'6 1= ccvW rMeect-�N moe"w s 0- COA,'Gr. e6*Ara- ('.o &)�A(o ?a-- COMSI-%VASI- (tO 4OA4D 1R�oe�W) l5 - COA*Zr. (2A MH MAG1NJ�V1 IllRIr CII?' & -,V. 3OE a- CCYOST' MAW&Xe A"!�'1r C!I'?' S? t6<10 23a---- CONST, 8R1CK F, MORT•4R PLUG 11 CONST. JLX---MON STPER GTY S'T'D 50e CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS FOR L INE A rlC�a1K �SZA. L� t 92.3.9 � SrR. � fSO.C�C� GING r- TRACT NO. 13279 APPROVED BY: DATE: CITY ENGINEER5�% _ R.C.E. NO. 223-1-2 DESIGN MORSE COIVSUL77NG GROUPir q..... 6nVr�n7W4G0twIAXICA cA.a�.r[7E QR04ESSlpyq RE�IOMMEN D oL7S. 4860 IRVINE BOULEVARD, SUITE 1201 �� DRAWN IRVINE, CALIFORNIA 92720-1999 914)730.7117 y � � SHEET ,1 No 2M * Ew 91M or CHECKED ' ` �/ ` / '91pe'l Civi gIfOFCA��E� \� DRAWING NO. DESCRIPTION OF REVISION DATE CITY - = - z - - / �B�_D APPROVED DATE i e. r ' FILE NO JOB NO. 240-0800 tc -c\. cOkt^&vAGc— �AN I`�1CCt�C. EXi MNC- 48" GMP FZ1S� R W/ OF-BRl5 RACK PF,R CA4.Z'RAN5 `\ STo. EJ -1 ►►Co 8� O F v szc)(*r6f A�ktcA«V ter^ !S ° Z3'a7'' =0' 2l7.GG ' ew-aa` GING A ® 0%X)'a7" &0.00] lZ7aZ' G&e4' Cly eA �c�rvsr�c�cr�v �z�s CC�MSr' 2Q ��l' �� C+O�rgco l°C-1'c lit-tC�C ) ' G9 t�XV�SZ' MRNcYC�CE i�' f�� C!t'?' SZX7.5�t? Z9 CON1gZ : GsIL� (��C' GX�i'�CG �-C� �►? Z M CITY OF RANCHO CUCAMONGA oy STORM DRAIN IMPROVEMENT PLANS FOR LINEW 4AMC A z TRACT NO. 13279 APPROVED BY: _ DATE. CITY ENGINEER RC.E NO., 2 2 51 -2 DESIGN R OMMENDSD MORSE CONSULTING GROUPO4ESSlOr �v ,Q(c,yq o�DS. ,,.W.,,f 4860 IRVINE BOULEVARD, SUITE'201 h�Q���V C, Mo9Fyc r' IRVINE, CAIJFORNIA 92720-1999 = cll, T DRAWN ?]4)730.7117 SHEET DESCRIPTION OF REVISION DATEI CITY APPROVED No. 20596 2 4( E.s•3oas * z -OF e ` civi *� �IfOFCA��FDRAWING N0. DATE +� 7r' FILE NO JOB NO. 240-0800 .w VIG`lll(te4q 19 IS 4AnAS SCS �SI�rC 7' 40. 7 2 I r N60* 22'02"E 0+35.04 E3 -(-- * 3C* PIPE H 58"24'40'* —r 9 BASIN N5e24'40"W t 94. tGtNF A� o fcow G 5 os it 0'0.20 LANE � N 3/° 35'20"E 030 00 ✓S 2/ A- y00 g= 6/'/2'48~ '3e,m t � 4a�12 R v�'N b � V 8 Sztl�r cktAeev r� o IT c t O aaoo9'40 90 -oo" 7?. ZZ' 41. a l ulve !3 ® to°20'07 `/ eeW.CX) 272.02 ' e3G.W' ClAtE 0 C lG oee to /, l492 -Cb 423- X' I zea .Cr.' GIhL'= ce ccvwsrmcr�v a-- COAer 4?-vA9 - ('!J CC cC� e�,� e�'eKX=ICS acme- acs'?rc- <<o CCaIIcO lre-Ir l=lc�) It cOk%N-sr Go „A9ctl- rto�r-�r.�) IS CCV&Sr. CA1CK &as<<V �Kt et6er Cera -OM 6O2 4 COAXS? CAMH &ASeeV 413 e`Sel�- Cera- &-C. v9:W !9 CAW.. MAlVevVr- A' eW---rP Cee- - OM. Seo zl COM3r .x.leVCreON M. a �� &M. C •cxW �-`sc-z: �0z�� ee- 0eceG-�- ' z 26 CONST. U43 CR/STY BASIN (3'X3') OR EQUAL W/3/8"(0/A. PA77FRN) STFEL I°LATE COVER CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS FOR GINE tC3 F1CUM Stlq. O fOC�.C� 7C� �S77g. C`3 t�.C7C� TRACT NO. 13279 APPROVED BY: DATE: CITY ENGINEER DESIGN MORSE CONSULnNG GROUP q -..,re 0v%larrnevc*We"CAM,uo.rEc7tw oQR�EE 4860 IRVINE BOULEVARD, SUITE "201 IRVINE, CALIFORNIA 92720.1999 y DRAWN (714)730.7117 & No * En+ Cil CHECKED ��/�, � � /"L1 j OF DESCRIPTION OF REVISION DATE CITY ['� 11 APPROVED DATE 1 .FILE NO RC.E NO. -Z3q RECOMMEND ►fob s. fy T SHEET >f �� OF DRAWING N0. JOB NO. 240-0800 r/r 1 - - /�ZZ.78 Q .08. 27 SIRS l =3 8,&08 27 SM. SM - 2.68.92 EG 19 0+98 2BEG + N4.4d,00 00 pE(R) ,67.E (R) I �''2ep V 2.24.98 ----.,- a 15 tJ N� - I.S7A. N-ro6,28,E(R) \ ) BX�� 5311, CE5 , V /0.0u i lb a 40 1 t4 d° I m "01.0 ° tN� �Z.97 1 N cp i O r ww% 3 " cp t9 t� 00 -3� 2 �Zta L N e 'cam z o 0 8' cD c �N J, ClN6 war K�l Ice 4Mt �43_1)))od9�� M r 9)_ NO. L� R L T REI" lAR K CJfiAlev QAM �K 10'38'09" 300.00' 55.61 21.92.' LINF, G-3 Nth, Q R L r fflZMAM(ltC 0 9° 40'59" 260.00' 43.94' 22.02' LINE, G O CG °Cs ,CS'' lea, 1492.0 4Z3.ZG' &O -CG' 4e NC 0 M Wil 'ao" 300. ' 00,00 , 26. t2' C?MWC- CoNsr. a2 "Art- cc I-OA(v etc -TT r�=ecc--) Z 0Zt'6Z'' -R.00" G1.%5?' -W. 29' UM 45 'r, C (G 015'20'' 1492.G� 823.30' 213.0 CINE 0 Q ( 002 �Z l492.CZ Z?. E4' 13 .Co2 ' U eVC 45 9009 36'' &mt 61.22' 4070' cavc- c5 !t S 4325 "00' 607.5' 25.39' e_We-Z ccCl G� Q4 0W d"(5" &16.00' &M .a1 ' &X-5 .33' CIlVC: K� x Cx 0.33' W AY " Ulvc C S!°O?4" Z2 50' 2008' 60.,X, UINC C 47°09'0/" ts Da Z:;k L DESCRIPTION OF REVISION L//vL %w UPPER END Q 100 PK = 5 9CF5 E)m = 0.5 FT VN = 10.1 FPS 0 HGI.. CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS FOR 4 &V& 43 1=1X? &-A- de 00 00 10 SrA- 66 A5 00 `IALC C TRACT NO. 13279 APPROVED BY: DATE: CITY ENGINEER DESIGN �- UL77NG GROUPM—O•urn+oucANChI MM 48601RVINE BOULEVARD, SUITE'201 DRAWN IRVINE, CALIFORNIA 92720.1999 rP4) 730-7117 Z-za- 641 -Al CHECKED DATE CITY APPROVED DATE �ILE NO R.C.E. NO. 12517 RE.CQMMEND& X19 SHEET Iti OF DRAWING N0. JOB NO. 240-0800 s 1.60 ,. / 051 0 ZZ•50 ltS.52' .9.82' CINL C ( cl 5;0. — /420 — , 1�GlCl'lC�1V 1VIOtL�iS "� ys a-- CoNsr. a2 "Art- cc I-OA(v etc -TT r�=ecc--) CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS FOR 4 &V& 43 1=1X? &-A- de 00 00 10 SrA- 66 A5 00 `IALC C TRACT NO. 13279 APPROVED BY: DATE: CITY ENGINEER DESIGN �- UL77NG GROUPM—O•urn+oucANChI MM 48601RVINE BOULEVARD, SUITE'201 DRAWN IRVINE, CALIFORNIA 92720.1999 rP4) 730-7117 Z-za- 641 -Al CHECKED DATE CITY APPROVED DATE �ILE NO R.C.E. NO. 12517 RE.CQMMEND& X19 SHEET Iti OF DRAWING N0. JOB NO. 240-0800 s Za--- CONASr ZI''Me- ('c0 CCa W 1ce---eT l91CCK{G&) � / 3 C OMSr W 7ll�l- (c0 COA00 Crit Nit0 -CGC:) cl CONsr. Z?"!C1" <<o CCKV 1S: -=t a-- CoNsr. a2 "Art- cc I-OA(v etc -TT r�=ecc--) ; Is c msr cAzcH &^slzv& ecet clrreso. scPZ N O-- OX\okSr C!- nH cCiA6eeV IV -3 <:0?r CIrY &rO. SCS L CONST. 89.87 LF-m*RCP ®-- C06 -Gr ,1&&C'reaV Gree'&CMA-C-R '!`ti'F' Clrr LSZSc �. OM (12 570 D) CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS FOR 4 &V& 43 1=1X? &-A- de 00 00 10 SrA- 66 A5 00 `IALC C TRACT NO. 13279 APPROVED BY: DATE: CITY ENGINEER DESIGN �- UL77NG GROUPM—O•urn+oucANChI MM 48601RVINE BOULEVARD, SUITE'201 DRAWN IRVINE, CALIFORNIA 92720.1999 rP4) 730-7117 Z-za- 641 -Al CHECKED DATE CITY APPROVED DATE �ILE NO R.C.E. NO. 12517 RE.CQMMEND& X19 SHEET Iti OF DRAWING N0. JOB NO. 240-0800 �c c2 GINE 4 0 -Na6' 03'38' t M) /3*97.49 Ace W=Zz" V=6./9' FLAN ol;ALt �I /K/VgTE[ Y MA��yTA/NEIL 3 TORM pRA/N. DESCRIPTION OF REVISION M ammm lJmAlev (CAM M. 4 QIP G r 1eC�'IAletC' O Ql1 ° 3v 396-Q(' &xn.aa� Gl1VG 0 ?°23'SA5" GS.Gl' 32•(nz' uNG-' 0 © ZS °,56'31 " so6-w ZZa t')G ' eeG -W , /-lN,5 a !.� #-%°ZG't3" %W. .co' k5?? -a' Z9.G?-' (-IIV- 40 6Z °t l4G' a6.06 a3. ea ' !?3G UN& E IOaZ4'1.3 .ct).Ct-)' 1(..34' 8.19 6&V--" CONSM&CMOOW MOMS (D— c N�r~�S�r. �llc5"','tCP�(�v G,C^k4^co ley-mol��ll 3 CO �-F w�C (V WC'1� t Zt \ 4 Cb&sr Z7'h (-i0 Gcx'qco ezuer ? C0N5r. a.- CtO 4OAeo ecet�- eittx-1tc) COAAsr• CAM& &'A\GCN 'zwr rve�' clre- wo. ox O CONiSr CAZI ;lam &AG6,V Qhs C` -,71"r C1Ti' &—,V. 50a l9 C:O Sr MAWYC� A- 44-ySe'r Cee -t- OM. LOCO Z3 C 7" r'Amec?le a &<vm 't ew- K . �--- CONST �!O" RCP (o L_OP.CJ PER PROFILE.) CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS FOR Gffiot & r -(TOM 0M 16 t %50 CK') ?V �5??o - 23 of 31.09 GIME E TRACT NO. 13279 APPROVED 8Y: DATE: CITY ENGINEER R.C.E. NO. 7-23°►7 DESIGNUL77NGGROUP QROES31Nq MMEND D ME-COlNS.,414"Cff.mcpvnm'nE 4860 IRVINE BOULEVARD, SUITE 1201 ���0�C M l �y e„ IRVINE, CALIFORNIA 92720-1999 SHEET DRAWN 14)730-7117 o 4c E s• M * —A(C—OF civi CHECKED fI. /t�.� 9lEOFCDRAWING NO. CITY DATE APPROVED DATE ' � "-.FILE NO V JOB NO. 240-0800 Slit < lNl� wI/a lkv PJ I DESCRIPTION OF REVISION ax�Tm v r� �? 46 © a3 °SZ 'l5 " 22.50' 17 23 ' 9.(:)G' CINC 40 O 30107 3Z'' "CX)' e05 C*' &W-56. 41N6 cb C lowX37" ax -co, ew-wl d7.ar' GINL o lJ a 0145 Sa" aIO.CL7 X. X' 33.40' e-eA Cr V ex -5 okn laZ ~ 22.50 w. GSC)' 21..904' C lNG-' 40 15oz? S2'' X.00" 2a.2s' I 12.22 Z1NC 1J G a0 13' 5"L" 3E O.00 54.5"1' 1 21.34' 1 LINE D C04vst'V I'crecw Nark -s �- CaWr to"A'Q- (-,0 COA<01w-=it lie --Me) �-- CUNNSr. 2a-'Agce - re `exx <o �y-� T CVC VVC • �. c*etc `cv"cAC� C —ler � CCWSe- c-�rrN ZAseN Prr e Zier Crr'Y 6?XD a–Z 0— COAA5r c RICH 45A S1NeOV01ttni'r cern &V 050a 2a-- CONST ZI " RCP (D I OAO PER PROFILE- ) !� COAA9I' MRIVftXe A " l tVT CYrr OM. &0 - O-- CONST. BR/C/f � MORTAR PLUG CITY OF RANCHO CUCAMONGA STORM DRAIN IMPROVEMENT PLANS FOR TRACT NO. 13279 APPROVED BY: CITY ENGINEER DESIGN ft ORSECONSULTT�cNGGROUP /1�n..,..c.nrxa.rw�cure,r.r QR04ESSIONq 4860 IRVINE BOULEVARD, SUITE '201 DRAWN IRVINE, CALIFORNIA 92720-1999y 11 x714)730.7117 " No. 20596 * Eo. 9.3D -n civi CHECKED /' f � 1� �� �A�f OF CAUF� DATE CITY APPROVEDDATE C'`•' �' l FILE NO _ DATE - 2Y -18-106— R. C. I- isia6R.C.I- NO. 2237 7 R O,MITNDE � ^ T SHEET * v+ OF DRAWING NO.. ^^ /&-0 JOB NO. 240-0800 DESCRIPTION OF REVISION DATE CITY APPROVED TRACT NO. 13279 APPROVED BY:DATE: ' CITY ENGINEER - R N DESIGN MORSE CONSULTTNG GROUP nww�c.n > OLMMC4Mua.rsnM pfIssl QR ONq RC.E OM�1E ED S r 0.1-.E 4860 IRVINE BOULEVARD, SUITE 0201 ��C. M l `^y r; DRAWN IRVINE, CALIFORNIA 92720-1999 (714)730-7117 0 SHEET L .Q G.F. Flo. 2M96 I1 I1 OFclyl slg10FC FILE NO CHECKED DRAWING N0. //%—D DATE r JOB NO. i