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HomeMy WebLinkAbout1270-D i IMPROVEMENT PLANS FOR TPF CONSTRUCTION OF 3 � Is- L r= MEM9 r, ri F r7 ra a Ilk ,,. i � 1 z4.. ■ II, shts 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY LINES OR no■ escripIonlocation OFRTHEURES AVAILAB EN RECORDS THESE ANS NO UARANTEEWEREA1 SE MADE SEARCH ALL .. SUBSTRUCTURES ARE SHOWN OR THAT THE LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY I. TITLE SHEET 2. NOTES , DETAILS AND MEASURES TO PROTECT ALL UTILITY LINES INCLUDING THOSE NOT OF E N RESURFACING SCHEDULE VALLEY RECORD OR NOT SHOWN. 5 U D R 3. PLAN AND PROFILE ALTA LOMA BASIN N0. 3 TO STA. 5+00 2. PRIOR TO EXCAVATION CALL UNDERGROUND SERVICE ALERT. 4. PLAN AND PROFILE STA . 5+ 00 TO STA . 9 +00 ALMOND ST. TELEPHONE NO. (800) 422-4133. 5. PLAN AND PROFILE STA . 9 +00 TO STA . 12 +00 0 � Sao �� 3. THE CONTRACTOR SHALL CALL THE FOLLOWING UTILITY COMPANIES 8 6. PLAN AND PROFILE HERMOSA AVENUE LATERAL A 0,09 � `'� �o Q 48 HOURS PRIOR TO THE START OF CONSTRUCTION : 7. OUTLET DETAILS AT ALTA LOMA BASIN NO. 3 ALMOND . GENERAL TELEPHONE CO. 714 3- 1 1 ( ) 98 8 f �W ST. CUCAMONGA CO. WATER DISTRICT (714) 987— 2591 Q SOUTHERN CALIFORNIA GAS CO. (714 ) 798- 7711 10 SOUTHERN CALIFORNIA E 1SON CO. ( I ) 986- 5861Pc BEAVER S�G . CREEK Q CT. HIDDEN FARM RD. > KEYSTONE N.T.S. W �� a Cr. > Q a R m J o COPPER q cc vi W > MOUNTAIN �G c¢i a y � Q \� CT ST. CT ���o Q�. CARRARI ST. MOUIRON TANN Z THE PRIME CONTRACTOR SHALL HAVE ALTA LONA A►-PANE -j MEP A VALID STATE OF CALIFORNIA BASIN No. 3 CT. Ov+s u �a T. � o CLASS �A� CONTRACTORS LICENSE . wHIRLAwAY ST. SHT. 7 SHT. 6 CQ Q 0 RpFESsIpN Q SHT. 3 - --- _ - VISTA GROVE ST. sHr.5 -- W SHT.4 > ao 1 . 15308 �P PROJECT W _ 4r Ex0l--31-$9 * DESCRIPTION OF REVISION DATE APPCITY ROVED o CINCH RING LANE LOCATION Q clv1 m � 0 CA��F _ a o CITY OF RANCHO CUC AMONGA 3 V W V!VlENDA OC p � Lu W sr 3 PIANS PREPARED BY z c, z z o FLYING MANE LANE j Q a W OC HILLSIDE RD. HILLSIDE RD. p BASIS of BEARINGS ENCH MARK No. 76 r _ - APPROVED BY: DATE: BEARINGS ARE BASED ON THE CENTERLINE S. B. CO. FLOOD CONTROL DISTRICT MONUMENT CONSULTING CIVIL ENGINEERS CITY ENGINEER R . NO. 22130J-1 OF HERMOSA AVE. AS BEARING WITH BRASS DISC STAMPED 1947 11821 E. 11tH. STREET DESIGN REc �MMEtiDEL N 0020'42" E AS SHOWN ON RECORD OF ON THE SOUTH SIDE WILSON AVE. SURVEY MAP RECORDED IN BOOK 3B , AND THE EAST SIDE OF ALTA LOMA TUSTIN , CALIF. 91680 PAGE 17 OF R.S. RECORDS OF SAN STORM DRAIN CHANNEL . _. __ (714) 831 - 4707 DRAWN L L SHEE T BERNARDINO COUNTY, CALIFORNIA ELEVATION = 1757.39 - — OF7 VICINITY MAP 7�T�Tr CHECKED � r,aAw NG NO 15306 PROJECT ENGINEER R.C.E. No. 1530>< TATE 1�. J. DATE __ � _Pg ____ RCE FILE No NO 12 7 O — D II - EXISTING SECTION PROPOSED SECTION �. " STORRI STREET PAVEMENT BASE PAVEMENT BASE REMARKS 1. ALL WORK SHOWN HEREON SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 23 . V IS THE DEPTH OF INLET OF CATCH BASINS IN SERIES MEASURED FROM TOP THICK. MATT. THICK . MATT . THICK. MATT. THICK. MATT. T WORK PROVISIONS OF THE AGC/APWA STANDARD SPECIFICATIONS FOR PUBLIC S O� CURB TO INVERT OF CONNECTOR FIFE. CONSTRUCTION, 1985 EDITION, AND 1986 SUPPLEMENTAL STANDARD PROVISIONS HERMOSA AVE. 2 1/2" A. C. 4" A. B. 4" A.C. 4" A. 8 ISSUED BY AND FOR USE IN THE CITY OF RANCHO CUCAMONGA, AND ALSO AS 24. ALL CATCH BASIN OPENINGS SHALL .CONFORM TO CITY OF RANCHO CUCAMONGA AMENDED IN THE SPECIAL PROVISIONS OF THE PROJECT SPECIFICATIONS. STANDARD NUMBER 501 . 2. THE STANDARD PLANS AND/OR DRAWINGS AS LISTED HEREON SHALL BE 25. USE FULL-DEPTH HEADER FOR VERTICAL FACES OF P.C.C. CONSTRUCTION. CONSIDERED A PART OF THE CONTRACT DRAWINGS AND SHALL BE ON THE JOB SITE AT THE TIME OF CONSTRUCTION. 26. WITHIN 3 WORKING DAYS AFTER FINAL SURFACING IS PLACED, ALL MANHOLE, JUNCTION CHAMBER AND VALVE BOX FRAMES AND COVERS SHALL BE ADJUSTED BY 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THE CONTRACTOR TO FINISH GRADE. THIS IS TO BE DONE PRIOR TO PLACING HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE SEAL COAT. AFTER SAID TIME, THE CITY WILL ADJUST THE ABOVE ITEM AT TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS THE CONTRACTOR'S EXPENSE. OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 27. TRENCH BACKFILL SHALL HAVE A MINIMUM OF 90 PERCENT RELATIVE I/2"0 STEEL BARS, WELD TO 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA COMPACTION BELOW THE STREET ZONE AS VERIFIED BY TESTS TO THE PROTECTION BAR AT 6" O.C. AND 114"x 3"S TEEL BAND, BEND 2" PROTECTION BAR ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION SATISFACTION OF THE ENGINEER. TO BAND AT /200(3 LOCATIONS). FLANGE AT ENDS. BOLT W/TH P� 26 WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. BEND STEEL PLATE AND WELD. 5/8'x 6" GALVANIZED MACH/NE BOLT. GRADED DIRT FL. �� i TOP PLATE F%e.\.A1, 28. AT THE TIME OF COMPACTING THE BASEMENT SOIL AND PREPARING SUBGRADE, BAND SEE SHT. 3 5. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE AT LEAST 3 IF THE MOISTURE CONTENT IS SUCH THAT THE SPECIFIED RELATIVE v4 WORKING DAYS PRIOR TO THE START OF ANY CONSTRUCTION FOR CONSTRUCTION COMPACTION CANNOT BE OBTAINED OR THE SUBGRADE IS YIELDING, THE ENTIRE GRATE ASSEMBLY TO BE STAKING. FOLLOWING REMEDIAL ACTION SHOULD BE PROVIDED: GALVANIZED AFTER FABRICATION I/2"O STEEL PROTECTION BAR a GROUTED RIP-RAP N 6. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN a.) REMOVE EXCESS MOISTURE BY SCARIFYING AND AERATING ORA - 34 ACCORANDANCE WITH THE STANDARDS OF THE STATE OF CALIFORNIA BUSINESS A ELEV. ;1' TRANSPORTATION AND HOUSING DEPARTMENT (S.A.F.E.) -MANUAL OF TRAFFIC b.) EXCAVATE UNSTABLE AREAS AND BACKFILL WITH SUITABLE ` PER PLAN CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK,- 1985 EDITION, AND THE MATERIAL OR BASE OR /9 SPECIAL PROVISIONS. TRAFFIC CONTROL AND SAFETY DEVICES SHALL BE GRADED F.L. GROUTED RIP-RAP N PLACED AND MAINTAINED TO THE SATISFACTION OF THE ENGINEER. NO SUCH C.) INCREASE THE AGGREGATE BASE SECTION OR 24""THICK 24 I 24'I DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT APPROVAL OF TIE24"C.S.P. , /6 GA. ENGINEER. d.) STABILIZE THE BASEMENT SOIL WITH SUITABLE ADDITIVES, I/4"x 6"DIA. EL EV. 'S" OR STEEL TOP PLATE 7. PRIOR TO PERFORMING ANY EXCAVATION ON THIS PROJECT, THE CONTRACTOR SHALL SUBMIT SHORING DRAWINGS TO THE CITY ENGINEER FOR APPROVAL. IF e.) PROVIDE AN ALTERNATIVE METHOD SUITABLE TO THE CITY - - SUCH SHORING DOES NOT CONFORM TO STATE OF CALIFORNIA CONSTRUCTION ENGINEER. ,I.S. NO. 4 SAFETY ORDERS DEALING WITH EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION OF INDUSTRIAL SAFETY, THEN SHORING CALCULATIONS AND DRAWINGS 29. JUNCTION CHAMBER COVERS SHALL BE LEFT AT LEAST 6 INCHES BELOW DETAIL A ' SEC 7_101V A -A SdALL BE PREPARED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. SUBGRADE AND BROUGHT TO FINAL GRADE UPON COMPLETION OF STREET PAVING. FINAL FRAME SEATING SHALL BE 1/8 INCH BELOW ASPHALT SURFACE. N.T.S. N.1.S. 8. SOIL BORING LOGS SHOWN ON THE CONTRACT DRAWINGS ARE MADE AVAILABLE FOR THE CONTRACTOR FOR SUCH USES AS HE MAY CHOOSE TO MAKE OF THEM IN 30. STREET RESURFACING SHALL BE CONSTRUCTED PER SCHEDULE SHOWN HEREON. THE PREPARATION OF HIS BID. THE CITY OF RANCHO CUCAMONGA GIVES NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT SUCH SOIL BORINGS 31. ASPHALTIC PAVEMENT SHALL BE COVERED WITH PENETRATION TYPE ASPHALT REPRESENT A TRUE AND COMPLETE CROSS SECTION OF ALL THE MATERIAL TO BE EMULSION (0.1 GALLON PER SQUARE YARD) AFTER STREET PAVEMENT HAS BEEN ENCOUNTERED IN PERFORMING THE EXCAVATION AND EARTHWORK ON THIS CLEANED. PROJECT. 9 EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR 32• THE CONTRACTOR SHALL REMOVE ALL WATER MAIN P.C.C. THRUST BLOCKS THAT I • UNLESS OTHERWISE NOTED. ALL PIPELINES OR SUBSTRUCTURES OF ANY RIND, INTERFERE WITH CONSTRUCTION AND REPLACE SAME PER CUCAMONGA COUNTY I WATER DISTRICT STANDARDS. TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR 33 . ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE IN ADJACENT IKDFX OF STANDARD AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL MARE HIS OWN REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY THE CITY OF RANCHO CUCAMONGA. ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICIALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED CITY Of RANCHO MAMMA LOS ANGELES CO. FLOOD CONTROL DISTRICT 10 . PRIVATE AND PUBLIC UTILITIES, IF SHOWN, REFLECT AVAILABLE RECORD IN THE OTHER ITEMS OF WORK. DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL LINES - AFFECTING THE PROJECT WORK AND FOR ANY DAMAGE OR PP.OTECTION TO THESE 34. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM /02 STANDARD SYMBOLS 2 - D/7/ STANDARD A -615 R£/NFORC/NG STEEL LINES. PRIOR TO STARTING CONSTRUCTION OF THIS PROJECT, THE RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DIICOVERED 303 CURB 8 GUTTER CONTRACTOR SHALL UNCOVER ALL EXISTING UTILITY LINES AFFECTING THIS DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL WORK. BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 3/2 TRENCH REPAIR 2-D/93 ✓UN T/ON STRUCTURE No. 11. LOCATIONS SHOWN ON THE CONTRACT DRAWINGS FOR EXISTING SANITARY SEWER 35. WORK SITE AND EXTERIOR STREETS SHALL BE MAINTAINED IN A NEAT, CLEAN, 50/ CATCH BASIN INLET 2-DI68 TRANS/TION STRUCTURE No. 3 HOUSE CONNECTIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE 502 CATCH BASIN No. / 2-DJ93 CONCRETE COLLAR LOCATE LATERALS. CLEANED UPON REQUEST OF THE INSPECTOR. 508 ✓ONLY/ON STRUCTtPE A 2-0466 CRITERIA FAR THE DESIGN OF SHORING OF EXCAVATIONS 12. UTILITES DESIGNATED BY THE SYMBOL =7;6= WILL BE REMOVED BY THE OWNER CONTRACTOR SHALL POSSESS A CLASS A LICENSE (GENERAL ENGINEERING 36 . 5/0 MANHOLE A AND THE OWNER WILL REINSTALL A NEW SECTION OF THE AFFECTED UTILITY AT CONTRACTOR) , IN ACCORANCE WITH THE PROVISIONS OF THE CONTRACTOR'S A LOCATION IN CLOSE PROXIMITY T0, BUT WHICH DOES NOT PHYSICALLY LICENSE LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE, SECTION 7000 5/I MANHOLE B INTERFERB *WITH THE PROPOSED STORM DRAIN CONDUIT AND APPURTENANT ET SEQ) AND RULES AND REGULATIONS ADOPTED PURSUANT THERETO AT THE STRUCTURES. 5/2 CONC. RINGS , REDUCER 6i PIPE FOR MANht�L£ SHAFT TIME THIS CONTRACT IS AWARDED. 516 ROUNDED PIPE ENDS /N ORA/NAV- STRUCTURE' 13. PRIOR TO DELIVERY OF REINFORCED CONCRETE PIPE TO THE PROJECT SITE, 37. WHERE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SUPPORTED, SAID 5/8 LOCAL DEPRESSION FOR SIDE OPENING CATCH BAS/NS THE CONTRACTOR SHALL ARRANGE FOR A CERTIFICATE OF COMPLIANCE FROM THE SUPPORTS SHALL BE IN ACCORDANCE WITH STANDARD DRAWING 2-D 173.10, 21 MANUFACTURER THAT THE PIPE MEETS THE TESTING REQUIREMENTS OF THE 31 UNLESS OTHERWISE INDICATED. 505 CATCH BASIN No. 4 STANDARD SPECIFICATIONS. 509 JUNCTION STRUCTURE B 38. SANITARY SEWERS AND HOUSE CONNECTIONS CROSSING OVER THE STORM DRAIN 14 . THE CONTRACTOR SHALL VERIFY THE EXISTING FLOWLINE ELEVATIONS PRIOR TRENCH SHALL BE SUPPORTED IN ACCORDANCE WITH STANDARD DRAWING 2-D TO STORM DRAIN CONSTRUCTION. AFTER VERIFICATION, ALL CONSTRUCTION 173.1 TO .3 AND ENCASED PER GENERAL NOTE 1 ON STANDARD DRAWING 2-D MUST PROCEED FROM DOWNSTREAM TO UPSTREAM TERMINUS. ANY CHANGE IN 173.1. 3 GRADE MUST BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER ct PRIOR TO CONSTRUCTION. 39. WHEN INDICATED ON THE DRAWINGS, SANITARY SEWERS AND HOUSE CONNECTIONS �t /2' MIN. SEE CITY STD. 3/2 i 15. STATIONS SHOWN ON THE CONTRACT DRAWINGS ARE ALONG THE CENTERLINE OF 251LL BE ENCASED OR BLANKETED IN ACCORDANCE WITH STANDARD DRAWING 2-D l A.C. OVERLAY THE CONDUIT, OR ON A LINE NORMAL TO THE CENTERLINE OF THE CONDUIT, RESURFACING PAY LIMI TS >- EXCEPT WHERE NOTED OTHERWISE. 40. ALL RESURFACING, CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER HERMOSA AVE. ONLY > W £X/ST. SECT/ON PER Z 16. STATIONS AND INVERT ELEVATIONS OF PIPE SHOWN ON THE PROFILES ARE AT EXISTING IMPROVEMENTS TO BE RECONSTRUCTED SHALL BE CONSTRUCTED AT THE « I �, � _ SAME ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS, UNLESS RESURFACING SCHEDULE �6 TRENCH W/DTH 6 CJI 12 THE FACE OF THE CONDUIT, UNLESS OTHERWISE SHOWN. OTHERWISE NOTED. TYP. +- 5� MIN. 17. ALL P.C.C. REMOVALS SHALL BE SAWCUT. 41. THE CHANGE IN GRADE OF THE CONNECTOR PIPE MAY OCCUR EITHER OVER OR ' UNDER AN EXISTING UTILITY. THE PARTICULAR UTILITY AT WHICH THE i 18. DESIGN OF THE R.C.P. SHOWN ON THE CONTRACT DRAWINGS IS BASED ON THE CHANGE IN GRADE OCCURS, IS NOTED ON THE PROECT DRAWINGS. AT ASSUMPTION THE PIPE WILL BE INSTALLED IN ACCORDANCE WITH THE CITY OF LOCATIONS WHERE UTILITY CROSSINGS ARE MARKED Io , THE CONNECTORPROP. SECT/ON PER RANCHO CUCAMONGA STANDARD NUMBER 513. IF THE TRENCH WIDTH EXCEEDS FL. ELEV. PER PLANS THE OUTSIDE DIAMETER OF THE CONDUIT PLUS 24 INCHES THE BEDDING SHALL PIPE GRADE WILL BREAK OVE THE UTILITY. AT LOCATIONS WHERE UTILITY BACKFILL WITH NAT/VE R£SU FAC/IW^ St'."HEAULE OR PIPE OF ADDITIONAL STRENGTH SHALL BE PROVIDED. CROSSINGS ARE MARKED � ,THE CONNECTOR PIPE GRADE WILL BREAK MATER/AL. COMPACT TO BE MODIFIED AND/OR UNDER THE UTILITY. EXIST. DITCH AREA THE PROPOSED MODIFICATION SHALL BE APPROVED BY THE CITY ENGINEER. 909x, MIN. SEE SO/LS REPORT SIZE VARIES CITY 19. ALL OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF 42. ON THOSE CONNECTOR PIPES WHERE CHANGE IN GRADE IS NOT INDICATED, ITk--- DESCRIPTION 'OF REVISION DAT[ IS ASSUMED THAT THE CONNECTOR PIPE CAN BE LAID ON A STRAIGHT GRADE « « EXTEND BEDDING MATERIAL APPROVE EXISTING CULVERTS, PIPES OR SIMILAR STRUCTURES SHALL BE ABANDONED BY /f PIPIT' O.D. I2 FROM THE CATCH BASIN TO THE STORM DRAIN WITHOUT INTERFERENCE WITH TO SIDES OF EXISTING DITCH �'�� O� RANCHO CUCAMONGA THE CONTRACTOR UPON APPROVAL OF THE ENGINEER IN CONFORMANCE WITH UTILITIES. MAX. MAX. SECTION 306-5 OF THE STANDARD SPECIFICATIONS. W R GRAVELLY SAND WITH NO6ED PIPE WITH CLEAN SAND a 20 . TIES FOR CATCH BASINS AS SHOWN ON THE DRAWINGS ARE FROM CURB RETURN 43. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS TO DETERMINE THE OR DETA/LS AND RESURFACING SCHEDULE EXACT LOCATION AND DEPTH F UTILITIES, EXCEPT SANITARY SEWER, WHICH N � TO CENTERLINE OF CATCH BASIN, UNLESS OTHERWISE SHOWN. ARE MARRED Qo OR AFTER THE EXACT LOCATION OF A UTILITY S.E. Z 30. COMPACT 70 911% 21 . LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH BASINS, HAS BEEN DETERMINED, THE GRADE AND ALIGNMENT OF THE CONNECTOR PIPE MIN. SEE SO/LS REPQ4T Io ALTA LOMA STORM DRAIN WILL BE STARED SO AS TO CLEAR THE UTILITY. AS SHOWN ON THE DRAWINGS, ARE SCHEMATIC. IT IS INTENDED THAT SUCH JUNCTIONS BE LOCATED AT THE DOWNSTREAM END OF THE CATCH BASIN, UNLESS 44 . WHERE CONNECTOR PIPE HAS A GRADE CHANGE EXCEEDING 5°45' OR DIFFERS IN a A DETAIL OF THE CONNECTION IS SHOWN OR A NOTE SPECIFICALLY INDICATES DIAMETER FROM THAT OF EXISTING PIPE, THE USE OF A CONCRETE COLLAR AS OTHERWISE. IN ALL CASES THE EXACT LOCATIONS WILL BE DETERMINED IN PER STANDARD DRAWING 2-D393 SHALL BE INCORPORATED. a THE FIELD BY THE ENGINEER TO MEET FIELD CONDITIONS. _ APPROVED BY. DATE 22. MONOLITHIC CATCH BASIN CONNECTIONS SHALL BE CONSTRUCTED WHERE CITY ENGINEER RCE NO. 223�� APPLICABLE. - ` ©�, DESIGN P "z, HRE PARE D BY RECO►tF�F ycE 41 E*D .�-31-89 >♦ DRAWN I SHE E T TRENCH DETAIL OF cm C�l�( CO SULTINC CIVIL ENGINEERS OF CHECKED A' NO /5308 [Ft2�� NO •" �• DATE ��7�88 FILE NO 0 - D Q100 = 389.1 c.f.s. Q100 = 374.0c.f.s. QI00 = 379.0 c,f.s. 1 o� i + ti Q N M Lu g } t ci O FUTURE F.G. N- R!W 30 VARI 3 a W F O0.0420 3 S.B.C.FC. D. R/ W+ IST. G. SURv. LINE S : Z N 3 mN EXIST. F.G. N -R/W O — FUTURE F.G. 15 rno N � k, S =0.0245 �,QOP� H.G.L. H.G.L. JOIN 1925 0 19 25 , 0 h1 I S =0.0238 P � 5 - S = O. 0106 PROP F.L. ------ DN J�0 2:1 33 to H. G.L. _ ,( —� ---------- u = 0 0428 MA X. F.L. Z S PER PLAN 1920 ` 1920 W 3�--EXXIST. 9`--6"x 6'-5* C.S.P.A. f EXIST. F.G. i RIPE g 0.1 S= 0.0020 \aJ 3 1915 .- .- `���` 1915 0 `t�1 J 9�8 �1• PROP. 72 R.C.P. X ( � 0G. �\a �G �jo `�1\�� h\���0��� \ 0 OLX °,5� key 1910 �� �� °° ��.xX 1910 x t 1905 a4 CROSS SECTION 3 +00 ct INCREASE CONCRETE ` N _ COVER OVER STEEL HORIZ. I 10' o N HORIZ . : I"= 20' SCALE a + ^ SCALE VERT. I"� 4' 1/2 VERT. 1 = 4 W m 72 R C 57"R.C. 317.42 L. F. R.C. 135b 0 47 67 L.F P. 1350 D , 0 1 2 3 4 5 CONSTRUC TIONOT x N ES ALTA LOMA BASIN N0. 3 -44 / 1 PROTECT IN PLACE (1908.80) 2O— REMOVE GROUTED RIP- RAP (24" THICK LIGHT CLASS) Q' 16 j\ia J J 3 REMOVE 9'- 6" x 6�-5 C.SP.A. j 4O— REMOVE INTERFERING PORTIONS EXIST. STEEL PIPES 40ry p o / 9 FURNISH aPLACE 72 R.C.P. FURNISH a PLACE 57 R.C.P. 20 16 FURNISH a PLACE 24 R.C.P. (1907.36) �. 19 FURNISH a PLACE 24 C.S.P. , 16 GAUGE 2 34 > Q 1907.8!) `�" z I FUTURE 24R.C.P. r' W g A20 CONSTR. MANHOLE TYPE �A� PER CITY STD. 510 ••�`f ,~ ' � 22 CONSTR. 8 BRICK a MORTAR PLUG Lc t° I I FUTURE C.B. Q �- �� '' 1 —� cp ' m + 24 CONSTR. JUNCTION STRUCTURE No. 4 PER L.A.C.F.C.D. STD. 2 -D193 '� — FUTURE C. a G. Q 26 — CONSTR. TEMPORARY INLET PER DETAIL A, SHEET 2 41 rn o- W 0 �. a Z a ij 33 ' BACKFILL a REGRADE DITCH AS SHOWN '` � 1 1 \ -�:,•• • 9 , ' FUTURE 24 R.C.P. _a Q a 34 = Q a— FURNISH a PLACE 24��TH1CK GROUTED RIP-RAP PER SPECS. _. ••. ; :�_ •, „ `' 0 3 1 l� N 890 31 ' 14"E m a _ __ 41 CONSTRUCT OUTLET STRUCTURE PER DETAILS, SHEET 7 \ 1 ^ o X32 ' ` 1 s 1 `'i •w• '� / / I I i to N 890 31 if o' O ... x 33 40.65 804.39 T HERMOSA AVE. V , 908.48 TO HERMOSA AVE. w ui 3 . 00 1 9 33 J.S. NO. 4 24 o Q cf) fA7 v �T�C O j r 2 0l e Q I I S o � ` -- -- -- -- V 1-4I i I M � �— O MO 0 (D O I ► + — II `� — — DESCRIPTION OF REVISION DATE CITY I tq -a APPROVED - 1 O �V � o _ ZN CITY OF RANCHO CUCAMONGA STORM DRAIN PLAN AND PROFILE 16 � rt PIPE CURVE DATA ALTA LOMA STORM DRAIN ll �� a = ,� 22' 34" ALTA LOMA BASIN No. 3 TO STA . 5+ 00 J � R = 90 ' APPROVED BY: DATE: � L = 27. 29' Q�pEESSIpyq 22325-1 T = 13. 75 DESIGN RECOMMENDED /) TpR�, l�, CITY ENGINEER � RCE. NO.� '��' k,� F��ZGi PLANS PREPARED BY B.C. = 1+ 68.32 Z No. 15308 Z E.C. = 1 +95.61 UD -1_31-e9 * DRAWN SHEET J rCIVI 0 J :1 J OF CA`\ CON LTING EVIL ENGINEERS 3 OF 7 CHECKED DRAWING N0. AA II //'' R.C.E. NO 15308 l�+•�• DATE ZZ S r FILE NO 1270 — D l r Q 100 = 374.Oc. f.s. 1942.3 F.L 30' 20' 8+ 15 S.B.C.FC. D. R/W CITY R/W EXIST. F.G. N- R/W1 5 ' 15 ' 1945 � EXIST. F PV. LINE !945 FUTURE F. G. N-R/W-- H. G. L. � 3 S : 0.0100 3 5 1940 _ 1940 EXIST. F. G. N-RI W FUTURE F.G. j } EXIST. PG. SURV. LINE PIPE W s 0.0420 F.L OVER D = 2.85' S=0.0110 33 PER LAN � j 19 35 PROP H.G.L. 1935 Q� Q 0 h P EXIST. FG. PIPE sk• O s � P 0 v 'h... 41D, 0 2L h• p0 \� 9k 19301930 S 0 0428 PROP. 57 " R.C.P. H.G.L. } CROSS 80C rION' 1 +00 925 2.8�� 1925 �, R IZ. 1 — 10 N HO — SCALE VERT. 1" = 4' I 1920 1920 h HORIZ. I"= 20' 5.60 L.F SCALE VERT. I"= 4' T.S. No. 3 i } 3 10.00 L. 57" R.C.P. 1556 D 85.00 L.F. <63 I .C.P. 1500 d INCREASE CONCRETE COVER OVER STEEL 112" 5 6 7 8 9 CONSTRUCTION NOTES 4 REMOVE INTERFERING PORTIONS EXIST. STEEL PIPE J5O— REMOVE BRIDGE STRUCTURE 10 FURNISH a PLACE 63"R.C.P. 11 FURNISH a PLACE 57" R.C.P. CONSTR. TRANSITION STRUCTURE No. 3 PER L.A.C.F.C.D. STD. 2-DI88 33 BACKFILL a REGRADE DITCH AS SHOWN 1 W Z aQ 'a m + In Zi ll 33 �C� % S.B.C.F.C.D. R/ W l o N 89°31'14"Euj 41 tW JTr I V SURVEY LINE N89°31 ' 14"E _ co O N N 23 Q W cn DESCRIPTION OF REVISION DATE CITY APPROVED o 6 Z CITY OF RANCHO CUCAMONGA + cli + cn 00 ~ 00 ~ STORM DRAIN PLAN AND PROFILE c� o W Z m W ALTA LOMA STORM DRAIN STA. 5 + 00 TO STA . 9 + 00 p APPROVED BY:DATE' i FESS/ Q �ql� CITY ENGINEER � R.C.E.R.C.E. NO. 223` 1 �cR DESIGN PLANS PREPARED BY: REC11MMENDED z No. 15308 Z p ~ Exp 3-31-89 * DRAWN SHEET \Q �IfOF CIAt�E��a CON LILTING ClV ENGINEERS 4 OF 7 CHECKED R.C.E. NO 15308 DRAWING N0. �( T / '` • T• DATE z7 � Jr FILE NO 1270 ' D Q 100 = 3 74.0 c.f. s. Qtoo = 252.8 c.f.s. 0100= 225.7 c.f.s. Q100= 0100=214. 2c.f.s. Ob 224. 7 c. .s. EXIST. ITS. 2 _ W m 3 -i -! FUTURE F.S. OVER PIJ�E ----._ 40 o Q - 2� I t.� 1950 1955w H.G.L. OD ff) v7 J p u (0 + p W Z u. C7 LL p -� F-i ♦ Wto to Oi rn W - _U-' 11945 1 HG L s r. 9.98 L.F -04"R.6.P 2000 t7 945 _ i I Alm 1950 0. ,3,T p W t�J nn J940 00 \ O ; 6 I �,�'' 00 �0 a° 9ti 1945 ,� / REMOVE AND RELAY 28 L.F _ _ �'- EXISTING 24" R.C. P. Q` Ox 6'h GQ' � _.SZ S - o,o o E - / �-�` �;�,. a 1935 PROP. F.L. �� 4 OR JOIN EXIST � 48" R.C.P. �� •, x00 o�hx,\���' S=0.0500 SCALE: HORIZ: 1„ = 5' PROFILE 5- /4\00` ' oz1940 9,N �� tia lb 90' \ a EXIST. OR FUTURE PROP. F.S. C.B.BY OTHERS _ S= 0.0110 1950 PROP. F.S. 1 (� H.G.L. S = O.OIiO \�\ �� I Q=J0.5 c.f.s. \\�y. \ay, /o H.G.L. Q = t .0 cls. I I x� \� 6 a >< •p 4.50 L.F. 27"R.C.P. 193 �� �ti0� o -� l I I 2000 D •0o�` 1945 1- x •�o 0� \�y 0G y• QQ`G\�J k.G ���'�. \ xg0��. \� U ` 'o%y` 1"5g6 �, l L_ _ S, 4j . ,�0 �h\�h ��°�O x6s`�o \p't• �� O S = 'h FUTURE C.B. q 404 0• \ EXIST. OR q �6. 6• �j0' 6 4j o �y ti�9h\ BY OTHERS x x � X U \ p 1930 \� V 1940 32.80 L.F. 18"R.C.P. 2000 D �• �� R O `flore O a 0 \ O 0 0 m ° O I- h a HORIZ.. 1 = 20 \ xSCALE : 9 ti 2 9 VERT. I"= 4' t � Z f�35 � G. 32.33 \ \ 4L.F. 48R.C.P. - lU a 1200 D ONSTRU6TION BY OTHER PROFILE 5-8 7 00' 5.5.00 L.F. 63 R.C.P. 85.00 L.F. 54" R.C.P. 1500 0 10+38. 36 +500 D 9.72' 0 N f- PROFILE 5-C - 10+ 50. 25 9 11 12 _ . 13 14 HERMOSA AVENUE CONSTRUCTION NOTES 33' 33' I J.S. TYPE B , STA. PT. = 10 +50.25 NORTH : 39 NOTE W A = 40 , B = 27'; C = 7'-0", D1= 48" THOSE ITEMS SHOWN ON THIS SHEET 1 PROTECT IN PLACE l !I' 22 22' ll' 0 D2 = 54 " , E = 2L61/4" L = 6 '- 10 THAT ARE MARKED WITH AN ASTERIK (*) �6 - REMOVE PC.C. DOUBLE 6'Wx 3'H R.C.B. , INCL. WING 8 HEADWALLS J ( ) a S = 1939. 37 R = 1942.20 - ^, _ ARE TO BE CONSIDERED A DEL.ETABLE 7 REMOVE P. C.C. INLET STRUCTURE 0 j\i -� ITEM . THESE ITEMS MAYBE REMOVED a � � � 1 � REMOVE GUARD RAIL o � � � --� FROM THIS CONTRACT. • 0 STA. PT. = 9+55.00 - 0+00 I � Z 10 FURNISH a PLACE 63 R.C.P t LATERAL A A = 30° , B= 39" - _ Q co I �' 2 C _ t0'-5", DI _ 54 ", D2 - 60 I 3 W QW J Q C.B. No. I , W = 21 ', rt PIPE CURVE DATA 12 FURNISH a PLACE 48" R.C.P. S - 1937.44 R - 1938.03 O_ 3 15 FURNISH a PLACE 27 R.C.P 8 Q W I �_ qp W V = 7. 50 L.D. CASE C, O SEE SHEET 6 FOR LATERAL A ya N Z r' �� 16 FURNISH a PLACE 24 R.C.P. L" W I o +I o ( C. B. a L.D. BY OTHERS) }Z J d = 40°00 00 17 FURNISH a PLACE 18R.C.P. r-- _j � Q I x� !•- 5 L.F. 27 R.C.P. 2000 D 15 -- h o0 o Q SEE PROFILE 5C, CONNECT TO R = 22.50 �. - 18 REMOVE 8 RELAY EXIST. 24 R.C.P. Q.� I I � O- J - W MONOLITHIC B FROM CATCH --® W Q MONOLI IC STU 0 L 15. 71 l � W W � J 4 - 2 CONSTR. JUNCTION STRUCTURE No.4 PER L.A.C.F.C.D. STD. 2 193 8 o Wo Cc cc BASIN T = 8. 19 ' 1� $ W� 10+60.00 END CITY CONTRACTB. C. 21 CONSTR. MANHOLE TYPE B PER CITY STD. 511 \ J o N Na 18 16.50' , B. C. = 0+10.21 22 CONSTR. 8" BRICK a MORTAR PLUG BEGIN WORK BY OTHERS 0 7 l E.C. = 0+ 25.92 N 59 31 14 E / _ FUTURE/ 25 CONSTR. JUNCTION STRUCTURE TYPE A PER CITY STD. 508 Od' t- r B - - - - - - - - � i � .; _ 40 FURNISH a PLACE 18" UN-GROUTED RIP-RAP PER SPECS - ---- ------ ------ -- - � z ! 33 10 ', � ', A � ,� 1 v 35 �� Y _ 22 �E ,,T ��7 ��--- - - --- � - - - - -- - - - __ _ T . _ - ! - Y Y �;< 33 BACKFILL AND REGRADE DITCH AS SHOWN W� 6 C J - - - --- -- - 35 FURNISH a PLACE PERMANENT SURFACING PER SHEET 2 _Z LL1 -, - - - - - - - _ - - - - - - _17 -- - - - -_ _ 37 FURNISH a PLACE 54 R.C.P J a- TYPE 8 PER CITY STD. 509 35 1 `� I _-----_ -- -- _----_-. _CID _ , -_ - _-. - -._ -- -- 39 CONSTR JUNCTION STRUCTURE ' - - � l�� ^�--4,89°44' ""� - Lt1 N 89° 31' 14"E - 10+76.0 - SURVEY LINE - -10+38.36 aO a JOIN F.L. O N a O - J.S. NO.4 _ -- -- -- -- o FUTURE 8" W--- -- FUTURE 8 W bl O M -- -- -_ -- -- -fIf op - FUTURE C a G. al ,- p - EXIST. R/W , � � - tY,T-tf - -___ a 22 // -� �- __ __ DESCRIPTION OF REVISION DATE CITY __ __1� _`_ _ � � �• � 3�LF 18R�C . 2000 D 17 �� FUTURE R/ WAPPROVED COT TOOLI- CITY OF RANCHO CUCAMONGA t0' THIC STUB FROM C.B. SEE PROFILE 5 B. a STORM DRAIN PLAN AND PROFILE �r p (C.B. a L.D. BY OTHERS ) PIPE CURVE DATA N _ ALTA LOMA STORM DRAIN � o I C.B. No. 1 , W = 10 �-.� .-•� O A e v = 5.00' , L.D.CASE 8, _, STA. 9+ 00 TO STA . 10 + 76 Z d = I1050'06" A = 59° 10'32" i R = 4 5' R = 22.50' ' ' APPROVED BY: DATE: L = 11.65 L = 23.24 Q�pFESSIpN�, CITY ENGINEER R.C.E. NO. 2'Z30"7 T = 5.86' T = 12.78' ��O �• TO/ ' 1 /1 A DESIGN PLANS PREPARED BY: RECOMMENDED B.C. = 9+ 26. 70 B.C. = 0 + 30.51 33 ' 33 r r J �� � � o `fo ,J � �r4 P.R. C. = 94- 38.35 E.C. = 0+ 53. 75 14.8 13.5 J.S. TYPE A , STA. PT. = 9 +- 95.00 cc No. 15308 Exp 3-31-89 * DRAWN SHEET E.C. = 9+ 50.00 A = 30°, 8 = 24 C = 8 '- 11", D= 54 J�91 C1V11. O-��Q CON LILTING CIVIL ENGINEERS 5 OF 7 E= 7' - 4" , G = 2'-I" , F = 1 '-ll" fOFCA��E CHECKED DRAWING N0. L = 5'-8" , S = 1938.88 , R= 1940.05 �+ R.C.E. NO 15308 Iv•�• DATE 7/7�85 FILE NO 1270 -D Q 100 =121.2c.f. 5. Q100 = 100.1 c.f.s. Q100=62.5c.f.s. m W a 1960 „ 1960 1- G- Q (4 - 9hh c.� AlG• 1955 1955 �a \� Q 100 =3 7.6 c.f.s. H.G.L. H.G.L. 6 Qloo = 21.1 c.f.s. � 13. 6 9 L.F 36 � R.C.P. 1 17 1950 H.G.L. ��. 1950 / 32 1500 D 11.09 L.F. 24��R.C.P. 32 2000 D �J S=0. ' �J J• `OS �� 3405 a o .� �� a q a 5 �0 _ 1 4 �9 x0 O! 0a a�F,G S_ 0,201.4 '20/4 1945 b �,�J �o G 1945 Oa x ck- \ga , aa. .05g0 J x 2 1 4 s- ti 4 a J. 19 0 19 0 � .,_ � L SCALE : HORIZ. I,I - 41 � a�J 2 \�a �jh' o� Q 0 ' V ERT. � i = 4 9a�'x�j. `i C a�' �'' I O Q�' 9.42 J 15.50 p►a �,P OJG. 0�G• 8.51 • 9 • h 1935 1 35 � 0 1 !2.20 9 � h 2 2.4 9 O' � h ALONG PIPE ALONG PIPE 5 X Op �� 0' 00 o O xHORIZ. � ! ��= 20 � NTE• Ox bA 00 `q X,0 SCALE VERT. i"= 4 ' CONTRACTOR SHALL EXPOSE 6"WATER MAIN PROFILE A - 1 PROFI L E A - 2 �jf0'hh O PRIOR TO ANY CONSTRUCTION ON HERMOSA x AVE. TO DETERMINE EXACT DEPTH. LINES A-la A-2 SHALL BE LAID AS NEAR TO STRAIGHT GRADE AS ACTUAL DEPTH OF WATER PERMITS. FJ 85.00 L.F. 39 R C. P. 1500 D 4.00 L. F. 30" R.C.P. 1500 D 0 ,� 1 2 CONSTRUCTION NOTES C.B. No . 4 , W = 2.9 5 ', m icy 3 c� 28 L = 24. 38' , V = 5.00' n X8' 16 11 L.F. 24"R.C.P 2000D 1 PROTECT IN PLACE + W o I SEE PROFILE A - I 7 REMOVE P.C.C. INLET STRUCTURE � � N Z w 8 REMOVE GUARD RAIL 3 L` Q 13 FU RNISH a PLACE 39"R.C.P. 15 C.B. No. 1 , W- 28 „ 20 I5 � 14 FURNISH 8 PLACE 36 R.C.P. 0 Q _ � � V- 7.00 , L.D. „ W w Z I+► 0 31 !6 FURNISH a PLACE 24 R.C.P m W - O � CASE B , 14 L . F. . - Q 21 CONSTR. MANHOLE TYPE 'B ' PER CITY STD. 51 I m I - -� -i , 29 36" R.C. P. 1500D M °D'Q O 22 CONSTR. 8 BRICK a MORTAR PLUG 0 + 00 LATERAL A = �la o W SEE PROFILE A- 2 9 + 55.00 MAIN LINE Z + w °� m 25 CONSTR. JUNCTION STRUCTURE TYPE 'A ' PER CITY STD. 508 SEE SHEET 5 I ! w m zl �- CONSTR. CATCH BASIN No. 4 PER CITY STD. 505 0 O Q � 29 CONSTR. CATCH BASIN No . I PER CITY STD. 502 U ^ to ~ � rn m + 31 CONSTR. LOCAL DEPRESSION, CASE B, PER CITY STD. 518 HERMOSA 7 8 N PE1 NIco AVENUE @3? CONSTR. PCC. PIPE COLLAR PER L.A.C.F.C.D. STD. 2- D393 FURNISH a PLACE PERMANENT SURFACING PER SHEET 2 A CONSTR. P.C.C. CURB a GUTTER TO MATCH EXISTING PER CITY STD. 303 a--- FURNISH 8 PLACE 30 R.C. P. I 315 35 -- - N r N 26+36. 15 B -- 22 _ 13 32 38 °p STREET - - - N 0 °20'4 2" E N N 21, R i o - DESCRIPTION OF REVISION DATE CITY APPROVED. 2co ' CITY OF RANCHO CUCAMONGA J ih STORM DRAIN PLAN AND PROFILE o rn _ a N m 12 rL PIPE CURVE DATA z v N a o ALTA LOMA STORM DRAIN 12 18' 18 12' 1 ' 1 O O 2 LATERAL A A = 340 21'47" A = 591110'32" m M.H. TYPE B , STA. PT = O+ 95.45 1 o6 v� /� of HERMOSA AVE. N/0 VISTA GROVE ST. R = 22.50' R = 22. 50' VISTA G OVE STREET °D U A= 30°, 8= 36 C= 9 -5 DI = 36 o cv ►= N D2 = 39 ", E = Bill 11 3/4", L = 9'-10 " + L = 13.49 L = 23.24 + c „ R = 1944.88 S = 1942. 98 w it II APPROVED BY: DATE' �$ X N W Q�pFESS1pN T = 6. 96' T = 12. 78' SEE SH N0. J w 3 3 /�. TOR ql f CITY ENGINEER -- RCE. 1,10 i DESIGN c, t!' PLANS PREPARED BY: RECOMMENDED B.c. 0+ 30.51 _ 0 J.S. TYPE A STA. PT. = 0+64. 12 � � i z �' ° 1fr�r� No. 15308 E.C. 0+53 .75 A 30 B�� 24 C ��3'+ 0 D �� 39, 3-31-89 E = 2'-31/2 , F=83/4 , G= 173/4 , L= 3'-1 Exp -- DRAWN SHEET R = 1942. 77 S = 1941.7291E civilLOF CA��E \� CONSULTING CIVIL ENGINEERS 6 OF T CHECKED DRAWING NO R.C.E. NO 15308 1270-� I DATE -7�T! P� FILE NO 72" R.C.P. 1-72" R.C.P. HEADWALL TO BE I I I I MONOLITHIC I I q co I 4- - 0" 4' - 0" � • t I I I • 2 #5 Ail o m; DOUBLE CURTAIN ' #5 1112" EA. WAY I N o CHUTE BLOCK TYP. • I N _ N N $ 0 24" l8" 12" 12" 18" 24" N A 61 - 0" B to, - 0" to' - 0" FLOOR - 20' - 0.. v N REINFORCING DETAIL t PLAN - N. T.S. N. T.S. 24" 24" 24" 12" 12" 24" 24" 24" ;a I N I $ IL 10' - 0" !0' - 0" N 20' - 0" _ EXIST. GROUND � — CHUTE BLOCK LOCATION DETAIL e' N. T.S. t \ 2 #5 8' - O" 1 � - 12" 6- - 0" 1 12" CD- 12" 12" 24" I 4 Q. rYP I N >- Q- I' >' #4 .. I N_ N a I o 0 4 #5, 30' LONG _ CONTINUOUS BAR N cn 2 #5 AROUND PIPE ^ I BEND 900 ' er I 4' #4 4" N N N I et FLOOR #4 SLAB I x5-�` ELEVATIONco N. T.S. PLAN 11 1 N „ N. T.S. #5 #5 111 12 , 2 8' EA. WAY #5 f 12' �- TYP. FLOOR SLAB 8.. NOTES. SECTION A — A SECTION B — B 1. REINFORCING STEEL SHALL HAVE 2" MIN. N. T.S. N. T.S. CLEARANCE AND 30 DIAMETER MINIMUM LAP. 2. ADJACENT SLOPES SHALL BE PER PLANS. 3. ALL EXPOSED CORNERS SHALL BE ROUNDED, 3 /4 " RADIUS. DESCRIPTION OF REVISION DATE CITY APPROVED. 4. CHUTE BLOCKS TO BE POURED MONOLITHIC WITH FLOOR SLAB. CITY OF RANCHO CUCAMONGA OUTLET DETAILS ALTA LOMA STORM DRAIN AT ALTA LOMA BASIN NO. 3 USIS/ APPROVED BY' DATE' CITY ENGINEER RCE. No. 223� r DESIGN �Pt-ANS PREPARED BY., RECOMMENDED 15308 Z i al4rM 'cr Frp D P DRAWN SHEET 4 OF_(rA�`� � T. W. CONSULTING CIV l NGINEERS 7 OF 7 CHECKED DRAWING NO. R.C.E. NO 15308 N. T. DATE 0 FILE NO 1270—D